SHEET TYPE YEAR PROJECT NO. NO

INDEX

RETAINING WALL

C:\Users\JJ09166\D

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TRANSPORTATION

DEPARTMENT OF

STATE OF TENNESSEE

SHEET

NO.TYPE YEAR PROJECT NO.

2020CONST. __NH-I-40-5(146)__ R1

CE

LL B

DR

SG

**

ACCEPTABLE WALL TYPES

SPECIFICATIONS IN THE TDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION.

FAMILIAR WITH AS DESCRIBED IN SECTION 102.04 - EXAMINATION OF THE SITE, THE WORK, THE PLANS, AND THE

CONSIDERED AS ONE OF THOSE DOCUMENTS WHICH THE BIDDER/CONTRACTOR HAS EXAMINED AND MADE HIMSELF

OF TRANSPORTATION SPECIAL PROVISION 624 REGARDING RETAINING WALLS. THIS SPECIAL PROVISION SHALL BE

CONSTRUCTION OF RETAINING WALLS SHOWN IN THE PLANS SHALL BE GOVERNED BY THE TENNESSEE DEPARTMENT

UNLESS SPECIFICALLY STATED OTHERWISE IN THE CONTRACT PLANS, THE BIDDING FOR, THE DESIGN OF AND THE

RETAINING WALL DESIGN NOTES

EXCAVATION.

LABOR AND MATERIAL RESOURCES AVAILABLE TO BEGIN AND CONTINUE WALL CONSTRUCTION IMMEDIATELY AFTER

SUBMITTED WALL DESIGNS AND CALCULATIONS AND HAS BEEN ISSUED AN APPROVED SET OF WALL PLANS AND HAS

EXCAVATION FOR THE WALL AND/OR ITS FOOTING SHALL NOT BE ACCOMPLISHED UNTIL THE CONTRACTOR HAS

IN CONTRACT PRICE FOR THE RETAINING WALL AND NO CHANGE IN PROJECT SCHEDULE REQUIREMENTS WILL BE ALLOWED.

THE CONTRACTOR/WALL DESIGNER SHALL PROVIDE A WALL DESIGN FOR ONE OF THE APPROVED SYSTEMS AT NO CHANGE

RE-APPROVAL PROCESS DOES NOT MEET THE CONTRACTOR’S SCHEDULE OR IF THE MODIFIED SYSTEM IS NOT APPROVED,

ELEMENTS OF THE WALL. THIS SUBMITTAL DOES NOT GUARANTEE APPROVAL OF THE MODIFIED SYSTEM. IF THIS

SUBMITTED THE WALL SYSTEM FOR APPROVAL BY TDOT SUBMITS A REQUEST FOR RE-APPROVAL UTILIZING THE MODIFIED

SYSTEM CANNOT BE SUBMITTED FOR REVIEW AND APPROVAL UNTIL THE WALL SYSTEM DESIGNER WHO ORIGINALLY

FROM THE ORIGINALLY APPROVED SYSTEM, A WALL DESIGN AND SET OF PLANS AND CALCULATIONS FOR THIS WALL

SUBMITTED AND APPROVED BY TDOT, IF A MATERIAL AND/OR COMPONENT OF THE WALL SYSTEM HAVE BEEN MODIFIED

REINFORCEMENT CONNECTION DEVICES, SPECIFIC MANUFACTURER AND PROPERTIES OF GEOGRID) AS WAS ORIGINALLY

SHALL BE RESPONSIBLE FOR PROVIDING WALL DESIGNS INCORPORATING MATERIALS AND COMPONENTS (I.E.

FOR PROPRIETARY WALL SYSTEMS THAT HAVE BEEN APPROVED AS SHOWN IN QPL 38, THE WALL DESIGNER

PROVISION 624 AND AS REQUIRED HEREIN.

THE WALL DESIGNER SHALL PROVIDE RETAINING WALL PLANS, DETAILS AND CALCULATIONS AS REQUIRED BY SPECIAL

AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, 2017 AND INTERIMS SHALL BE USED FOR NON-MSE WALLS

SUBMIT DESIGN CALCULATIONS. LOAD FACTORS AND OTHER PERTINENT DESIGN REQUIREMENTS PROVIDED IN

PROVIDED FOR EACH PROJECT RETAINING WALL ON THE "RETAINING WALL DETAIL" SHEET(S) TO PREPARE AND

THE WALL DESIGNER SHALL UTILIZE THE GEOTECHNICAL PARAMETERS AND RESISTANCE FACTORS AS

VIEWS AND ANY CROSS-SECTIONAL DETAIL DRAWINGS.

FOUNDATION IMPROVEMENTS AS REQUIRED HEREIN ON THE WALL DESIGNER/CONTRACTOR’S WALL ELEVATION

INTERNAL AND EXTERNAL REQUIREMENTS. THE WALL DESIGNER/CONTRACTOR PLANS MUST INCLUDE ANY

REINFORCEMENT LENGTHS BEYOND THOSE MINIMUM REQUIRED LENGTHS, IF REQUIRED, TO MEET BOTH

UTILIZING THE DESIGN PARAMETERS PROVIDED. FOR MSE WALLS, THE WALL DESIGNER MUST ADJUST THE

CRITICAL WALL SECTION WHICH DEMONSTRATES THE REQUIRED CAPACITY TO DEMAND RATIO OF 1.0 IS MET

CAPACITY-GLOBAL STABILITY AND SETTLEMENT BEING THE EXCEPTIONS) SHALL BE PROVIDED FOR EACH

CALCULATIONS FOR BOTH INTERNAL AND EXTERNAL STABILITY (SLIDING, ECCENTRICITY, AND BEARING

STABILIZED EARTH WALLS AND REINFORCED SOIL SLOPES, NOVEMBER 2009 FOR MSE WALLS.

AND PUBLICATION FHWA-NHI-10-024/FHWA GEC 011, DESIGN AND CONSTRUCTION OF MECHANICALLY

SHALL BE EVALUATED.

MECHANICALLY STABILIZED EARTH WALLS AND REINFORCED SOIL SLOPES, NOVEMBER 2009 FOR MSE WALLS

IN TABLE 4-1 OF PUBLICATION FHWA-NHI-10-024/FHWA GEC 011, DESIGN AND CONSTRUCTION OF

FOR MSE WALLS, LOAD COMBINATIONS STRENGTH I, EXTREME EVENT I, AND EXTREME EVENT II AS GIVEN

1:1 SLOPE

1:1 SLOPE

THE PROJECT ENGINEER.

SHORING SHALL BE USED. ANY UNUSUAL SOIL CONDITIONS OTHER THAN THOSE ASSUMED SHOULD BE REPORTED TO

OR IS UNACCEPTABLE FOR ANOTHER REASON, THEN TEMPORARY UNSTABLE, IS CUT STEEPER THAN A

THAT THESE TEMPORARY BACK SLOPES ARE NOT AND DO NOT BECOME UNSTABLE. IF SLOPE IS UNSTABLE, BECOMES

SHORING FOR ANY LONGER THAN ABSOLUTELY NECESSARY. THE CONTRACTOR BUILDING THE WALL SHALL ENSURE

IN SOIL AND SHALL NOT BE LEFT OPEN WITHOUT SLOPES SHALL BE PLACED AT A MAXIMUM OF A

FOLLOWING APPLICABLE REGULATORY REQUIREMENTS, AS A MINIMUM REQUIREMENT, ALL TEMPORARY CONSTRUCTION

APPLICABLE STATE AND LOCAL REGULATIONS REGARDING CONSTRUCTION SLOPES AND TRENCHES. IN ADDITION TO

THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING THE EXCAVATION IN ACCORDANCE WITH OSHA AND OTHER

NOTE REGARDING CONSTRUCTION SLOPES

IN AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, 2017 AND INTERIMS.

LOAD COMBINATIONS STRENGTH I, EXTREME EVENT I, AND EXTREME EVENT II SHALL BE EVALUATED AS GIVEN

REGISTERED IN STATE OF TENNESSEE) OF THE WALLS, PLANS, AND CALCULATIONS "FOR INTERNAL STABILITY ONLY".

THE WALL DESIGNER PROVIDES CERTIFICATION (BY SIGNING AND STAMPING BY PROFESSIONAL ENGINEER

DESIGN MUST DEMONSTRATE COMPLIANCE WITH EXTERNAL STABILITY REQUIREMENTS AS DISCUSSED ABOVE,

REQUIREMENTS AND ASSUMING WALL FOUNDATION BEARING IMPROVEMENTS ARE MET. WHILE THE WALL DESIGNER’S

SETTLEMENT CRITERIA IS ACHIEVED WITH A WALL DESIGN MEETING OTHER MINIMUM EXTERNAL STABILITY

UNLESS OTHERWISE STATED, THE WALL DESIGNER CAN ASSUME THAT MINIMUM GLOBAL STABILITY AND

EARTH WALLS AND REINFORCED SOIL SLOPES, NOVEMBER 2009 FOR MSE WALLS

- PUBLICATION FHWA-NHI-10-024/FHWA GEC 011, DESIGN AND CONSTRUCTION OF MECHANICALLY STABILIZED

7

FRICTION ANGLE FOR ANALYSIS EXCEED 40-DEGREES. INDEPENDENT TESTING MUST BE VERIFIED ANNUALLY.

CONTRACTOR SUBMITS INDEPENDENT TESTING AND IT IS VERIFIED BY TDOT. HOWEVER, IN NO CASE SHALL THE

REGARDING RETAINING WALLS. A HIGHER FRICTION ANGLE THAN 34 DEGREES CAN BE UTILIZED IF THE

SECTION F, PART 1. MATERIALS OF TENNESSEE DEPARTMENT OF TRANSPORTATION SPECIAL PROVISION 624

A MAXIMUM FRICTION ANGLE OF 34 DEGREES CAN BE ASSUMED FOR MATERIAL MEETING SPECIFICATIONS IN

6

5

7

2B

8

4

1A

1

2

3

2A

THE WALL FACE).

THE MODULAR BLOCK UNIT (THE HORIZONTAL DIMENSION OF THE BLOCK UNIT MEASURED PERPENDICULAR TO

Br AS MEASURED FROM THE FRONT FACE OF THE WALL IS THE LENGTH L AS DEFINED ABOVE PLUS THE WIDTH OF

TRANSVERSE MEMBER. FOR MODULAR BLOCKFACING UNITS, THE TOTAL LENGTH OF THE REINFORCEMENT,

THE SOIL REINFORCEMENT IS MEASURED FROM THE BACKFACE OF THE WALL FACING UNIT TO THE LAST FULL

FROM THE BACKFACE OF THE WALL FACING UNIT. IN CASE OF GRID TYPE REINFORCEMENTS THE LENGTH OF

INDICATED ON THE PLANS FOR THAT LOCATION. THE LENGTH OF THE SOIL REINFORCEMENT, L, IS MEASURED

THE TOP OF THE LEVELING PAD SHALL ALWAYS BE BELOW THE MINIMUM EMBEDMENT REFERENCE LINE AS

GRADE AT THE TOP OF THE WALL AND THE TOP OF LEVELING PAD OR BOTTOM OF FOOTING FOR NON-MSE WALLS.

H IS DESIGN HEIGHT OF THE WALL AND IS DEFINED AS THE DIFFERENCE IN ELEVATION BETWEEN THE FINISHED

LENGTHS MAY BE REQUIRED FOR GLOBAL STABILITY. THIS REQUIREMENT WILL BE SHOWN IN THE PLANS.

REQUIRED, TO MEET BOTH INTERNAL AND EXTERNAL STABILITY REQUIREMENTS. MINIMUM REINFORCEMENT

WALL DESIGNER MUST ADJUST THE REINFORCEMENT LENGTHS BEYOND THOSE MINIMUM REQUIRED LENGTHS, IF

ALL DESIGN SECTION REINFORCEMENT LENGTHS SHALL BE EQUAL.

THESE VALUES WILL BE PROVIDED IN TABLES 2 AND/OR 3

BE UNIFORM IN THICKNESS THROUGHOUT THE DESIGN SECTION.

NOR DOWELS WILL BE PERMITTED. FOR CAST-IN-PLACE CONCRETE CANTILEVER WALLS, THE FOOTING SHALL

BE CONSIDERED IN EVALUATION OF SLIDING RESISTANCE. NO SHEAR KEYS NOTPASSIVE RESISTANCE SHALL

RESISTANCE.

TENSILE FORCES IN REINFORCEMENT LAYERS, BUT SHALL BE NEGLECTED IN THE COMPUTATIONS FOR PULLOUT

LIVE LOAD DUE TO VEHICULAR TRAFFIC SHALL BE INCLUDED IN THE COMPUTATIONS TO DETERMINE THE MAXIMUM

IN ACCORDANCE WITH ARTICLE 6.8.3 OF AASHTO (2017) AND APPLY TO NET SECTION LESS SACRIFICIAL AREA.

APPLY TO GROSS CROSS-SECTION LESS SACRIFICIAL AREA. FOR SECTIONS WITH HOLES, REDUCE GROSS AREA

THE FACING MAT, USE THE RESISTANCE FACTOR FOR STRIP REINFORCEMENTS.

BLOCK. FOR GRID REINFORCEMENTS CONNECTED TO A FLEXIBLE FACING MAT OR WHICH ARE CONTINUOUS WITH

APPLIES TO GRID REINFORCEMENTS CONNECTED TO A RIGID FACING ELEMENT, E.G., A CONCRETE PANEL OR

REINFORCED SOIL ZONE FOR MSE WALLS UP TO FINISHED GRADE.

MINIMUM ZONE FORMED BY A 1:1 SLOPE FROM 2 FEET BEHIND THE BOTTOM OF BACK OF WALL FOOTING OR

WALLS. IN ORDER TO UTILIZE FOR SELECT BACKFILL DESIGN, SELECT BACKFILL MUST BE PLACED FOR A

MATERIALS OF TENNESSEE DEPARTMENT OF TRANSPORTATION SPECIAL PROVISION 624 REGARDING RETAINING

MATERIAL USED. SELECT BACKFILL IS DEFINED AS MATERIAL MEETING SPECIFICATIONS IN SECTION F, PART 1.

SELECT BACKFILL UNIT WEIGHT TO BE DETERMINED BY CONTRACTOR/DESIGNER DEPENDING ON ACTUAL BACKFILL

ol

NOTES FOR TABLE 1

NOTENO.

NOMINAL BEARING RESISTANCE

MINIMUM LENGTH OF SOIL REINFORCEMENT, L

PULLOUT RESISTANCE

UNIT WEIGHT

RESISTANCE FACTORS

-GRID REINFORCEMENT

DESIGN BASIS

COEFFICIENT OF SLIDING FRICTION

LIMITING ECCENTRICITY

S

S

TENSILE RESISTANCE OF GEOSYNTHETIC REINFORCEMENTS AND CONNECTORS

TABLE 1-DESIGN REQUIREMENTS AND PARAMETERS

TENSILE RESISTANCE OF METALLIC REINFORCEMENTS AND CONNECTORS

SEISMIC ACCELERATION COEFFICIENTS

EFFECTIVE (DRAINED) FRICTION ANGLE

As

D1

DS

SELECT BACKFILL MATERIAL

UNCLASSIFIED SITE OR BORROW SOIL

SLIDING-STATIC

BEARING-STATIC

SLIDING-COMBINED STATIC+EARTHQUAKE

DESIGN LIFE

DESCRIPTION

REINFORCED BACKFILL

RETAINED BACKFILL-SELECT BACKFILL

-STRIP REINFORCEMENT

COMBINED STATIC/EARTHQUAKE

STATIC

-GRID REINFORCEMENT


STATIC

BEARING-COMBINED STATIC+EARTHQUAKE


-STRIP REINFORCEMENT

STATIC

***

0.75

1.0

1.20

0.85

0.90

0.90

SEE TABLE 2

L/4 (SOIL), 3L/8 (ROCK)

SEE TABLE 2

34 TO MAX 40 o

120 POUNDS PER CUBIC FOOT

o

o

1.20

0.9

1.00

0.65

VARIES

0.65

1.0

1.0

NOT APPLICABLE

B/3 (SOIL), 9B/20 (ROCK)

NOT APPLICABLE

NOT APPLICABLE

SEE TABLE 3

SEE TABLE 3

CIP WALLS

NOT APPLICABLE

NOT APPLICABLE

NOT APPLICABLE

NOT APPLICABLE

1.0

0.55

0.8

1

NOTE

7

7,8

2,2A,2B

5

3

3

7,8

4

4

1

1A

6

7

5

6

75 YEARS

MSE WALLS

o34 TO MAX 40

o

***

34 TO MAX 40 o

120 POUNDS PER CUBIC FOOT

o

o

VARIES

75 YEARS

o34 TO MAX 40

o

OR BORROW SOIL

RETAINED BACKFILL-UNCLASSIFIED SITE

AS SPECIFIED ON THE PLANS

GREATER OF 8-FT OR 0.7H OR

PRE-APPROVED IN QPL 38.

WALL DETAIL-GEOMETRIC LAYOUT" SHEET(S). ANY PROPRIETARY RETAINING WALL SYSTEM SHALL BE LISTED AS

THE RETAINING WALL(S) SHALL BE ONE OF THE WALL TYPE(S) AS LISTED ABOVE OR ON FORTHCOMING "RETAINING

INSERT THE REQUIREMENT IN THE "OTHER DESIGN REQUIREMENTS" NOTES.

DEFLECTION OF PILE SUPPORTED WALLS, MEASURED AT THE PILE HEAD, AND

TDOT STRUCTURES DIVISION SHALL DETERMINE THE ALLOWABLE LATERAL

DEFLECTION

TDOT STRUCTURES DIVISION.

ACCEPTABLE WALL TYPES. FASCIA REQUIREMENTS SHALL BE DETERMINED BY THE

ONLY. AESTHETIC REQUIREMENTS MAY NECESSITATE A REEVALUATION OF THE

THE ACCEPTABLE WALL TYPES LISTED ARE FOR GEOTECHNICAL RECOMMENDATIONS

WALL FASCIA REQUIREMENTS

VALUES ( As, SDS, AND SD1 ) FOR THE SITE.

STRUCTURES DIVISION WILL PROVIDE GROUND MOTION

WALL DESIGN IS TO INCLUDE EXTREME EVENT I STATE LOADS. THE TDOT

SEISMIC

REQUIREMENTS, AND INSERTS THE DEFLECTION VALUES (IF APPLICABLE).

VALUES, REVISES THE ACCEPTABLE WALL TYPES TO SATISFY THE FASCIA

THIS BOX IS TO BE REMOVED AFTER STRUCTURES DIVISION INSERTS SEISMIC

- AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, 2017

DESCRIBED IN:

THIS WALL SHALL BE DESIGNED IN ACCORDANCE WITH LRFD DESIGN PROCEDURES AND REQUIREMENTS AS

VERSION 10/24/2019

IN TABLES 2 AND/OR 3 AND THE APPROPRIATE RESISTANCE FACTOR.

ALLOWABLE BEARING RESISTANCE, WHICH IS THE PRODUCT OF THE NOMINAL BEARING RESISTANCE SPECIFIED

FOR ALL LIMIT STATES, THE DESIGN LOADING FOR THE RETAINING WALL SYSTEM SHALL NOT EXCEED THE

2020 NH-I-40-5(146) CONST.

C:\

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TYPE YEAR PROJECT NO.SHEET

NO.

DEPARTMENT OF TRANSPORTATION

STATE OF TENNESSEE

4/24/2020 4:13:0

3 P

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SEE FORTHCOMING SHEETS

TABLE 2-FOUNDATION PARAMETERS AND REQUIREMENTS FOR MSE WALLS

SEE CORRESPONDING "RETAINING WALL GEOMETRIC LAYOUT" SHEET(S).



SEMI-GRAVITY WALLS

TABLE 3-FOUNDATION PARAMETERS AND REQUIREMENTS FOR OTHER GRAVITY OR

OTHER DESIGN REQUIREMENTS

28 28

INCREASED TO SATISFY THE REQUIREMENTS.

SPECIFICATIONS, 2014 AND INTERIMS. ALTERNATIVELY, THE EMBEDMENT DEPTH MAY BE

SLOPE CONTINUED ABOVE THAT LEVEL. SEE ARTICLE 11.10.2.2, AASHTO LRFD BRIDGE DESIGN

BE PROVIDED IN FRONT OF WALLS FOUNDED ON SLOPES. THE BENCH MAY BE FORMED OR THE

FOR MSE WALLS, A MINIMUM HORIZONTAL BENCH 4 FEET WIDE AS MEASURED FROM THE FACE SHALL

UNDERCUTTING AND BACKFILLING DETAIL ON ACCOMPANYING SHEET.

FOR FOUNDATION IMPROVEMENT AND EXCAVATION ZONE DETAILS, SEE TYPICAL DETAIL FOR

NOT INTERFERE WITH THE RETAINING WALL INSTALLATION.

THE CONTRACTOR SHALL COORDINATE AND PERFORM ALL UTILITY RELOCATION SO THAT IT DOES

SHALL BE REQUIRED.

FOR DESIGN AND THE EFFECTIVE FRICTION ANGLE FOR UNCLASSIFIED SITE OR BORROW SITE

SHORING, THE EFFECTIVE FRICTION ANGLE FOR SELECT BACKFILL WILL NOT BE ALLOWABLE

IF A STEEPER THAN 1:1 BACKSLOPE IS REQUIRED BEHIND RETAINING WALL OR TEMPORARY

EASEMENT.

ALL CONSTRUCTION MUST STAY WITHIN TDOT ROW, SLOPE EASEMENT, AND CONSTRUCTION

ALL WALL ELEMENTS SHALL BE WITHIN TDOT ROW.

ETC).

WITH ALLOWANCES MADE TO ENABLE THE PILES FOR THE ABUTMENTS TO BE DRIVEN (SONOTUBE,

IF REQUIRED, THE RETAINING WALL FOOTING HEEL OR REINFORCED ZONE MUST BE CONSTRUCTED

ANY SHIMMING PLATES MUST BE PERMANENT (NO ASPHALT SHIMS).

LAYER BEHIND THE WALL STEM WITH ADEQUATE DRAINAGE PROVIDED VIA WEEP HOLES.

IF A CONCRETE CANTILEVER WALL IS USED, THE WALL DESIGNER MUST PROVIDE FOR A DRAINAGE

INCIDENTAL TO THE COST OF THE WALL.

IN WALL DESIGNER/CONTRACTOR’S WALL DESIGN PLANS AND COSTS SHALL BE CONSIDERED

TO EITHER OR BOTH ENDS OF WALLS. DETAILS OF THIS DRAINAGE FEATURE SHALL BE PROVIDED

THE WALL SHALL HAVE A DRAINAGE GUTTER AT THE TOP DESIGNED TO CARRY SURFACE RUNOFF

REQUIREMENTS

DESIGN NOTES &

GEOTECHNICAL

DETAIL-

RETAINING WALL

R-2

SEE SPECIAL NOTES ON CORRESPONDING RETAINING WALL GEOMETRIC LAYOUT SHEETS

REQUIREMENTS

DESIGN NOTES &

GEOTECHNICAL

DETAIL -

RETAINING WALL

VERSION 10/24/2019

2020 NH-I-40-5(146) CONST.

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NO.


STATE OF TENNESSEE

4/24/2020 4:13:0

3 P

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l

b

µ

b

µ

***

STATIC ANALYSIS METHODS

RESISTANCE FACTORS OF A SINGLE DRIVEN PILE

0.40

0.25

0.35

0.55

0.60

0.50

0.55

1.0

0.50

0.50

0.55

0.50

0.30

0.45

0.45

0.40

0.45

1.0

S

DS

As

D1

S

SEISMIC ACCELERATION COEFFICIENTS

NOTE *

75 YEARSDESIGN LIFE

DESCRIPTION

CPT-METHOD (SCHMERTMANN)

SPT-METHOD (MEYERHOF)

END BEARING IN ROCK (CANADIAN GEOTECH SOCIETY)

ALL SOILS AND ROCK

LATERAL GEOTECHNICAL RESISTANCE OF A SINGLE PILE

NORDLUND/THURMAND METHOD (HANNIGAN ET AL, 2005

-METHOD (TOMLINSON, 1987; SKEMPTON, 1951)

SIDE BEARING RESISTANCE AND END BEARING: CLAY AND MIXED SOILS

-METHOD (ESRIG & KIRBY, 1997; SKEMPTON 1951)

SIDE BEARING RESISTANCE AND END BEARING: SAND

-METHOD (VIJAYVERGIYA & FOCHT, 1972; SKEMPTON 1951)

KULHAWY ET AL. (2005), BROWN ET AL. (2010)

-METHOD (BROWN ET AL., 2010)

SIDE RESISTANCE IN ROCK

TIP RESISTANCE IN COHESIVE INTERMEDIATE GEOMATERIALS (IGMs)

BROWN ET AL, (2010)

RESISTANCE FACTORS OF A SINGLE DRILLED PILE/SHAFT

CANADIAN GEOTECH. SOCIETY (1985), BROWN ET AL. (2010)

-METHOD (BROWN ET AL., 2010)

BROWN ET AL. (2010)

BROWN ET AL. (2010)

CARTER AND KULHAWY (1988)

TIP RESISTANCE IN ROCK

TIP RESISTANCE IN SAND

SIDE RESISTANCE IN CLAY

TIP RESISTANCE IN CLAY

SIDE RESISTANCE IN SAND

SIDE RESISTANCE IN COHESIVE INTERMEDIATE GEOMATERIALS (IGMs)

TOTAL STRESS (BROWN ET AL., 2010)

LATERAL GEOTECHNICAL RESISTANCE OF A SINGLE PILE/SHAFT

ALL MATERIALS

EFFECTIVE (DRAINED) FRICTION ANGLE

OR BORROW SOIL

RETAINED BACKFILL-UNCLASSIFIED SITE

RETAINED BACKFILL-SELECT BACKFILL

UNIT WEIGHT

UNCLASSIFIED SITE OR BORROW SOIL

SELECT BACKFILL MATERIAL

FLEXURAL CAPACITY OF VERTICAL ELEMENTS

PASSIVE RESISTANCE OF VERTICAL ELEMENTS

0.90

0.75

RESISTANCE FACTORS

SEE TABLE 4

SEE TABLE 4

SEE TABLE 4

SEE TABLE 4

WALLS (UNANCHORED)

SOLDIER PILE AND LAGGING

**

INSERT THE REQUIREMENT IN THE "OTHER DESIGN REQUIREMENTS" NOTES.

DEFLECTION OF PILE SUPPORTED WALLS, MEASURED AT THE PILE HEAD, AND

TDOT STRUCTURES DIVISION SHALL DETERMINE THE ALLOWABLE LATERAL

DEFLECTION

TDOT STRUCTURES DIVISION.

ACCEPTABLE WALL TYPES. FASCIA REQUIREMENTS SHALL BE DETERMINED BY THE

ONLY. AESTHETIC REQUIREMENTS MAY NECESSITATE A REEVALUATION OF THE

THE ACCEPTABLE WALL TYPES LISTED ARE FOR GEOTECHNICAL RECOMMENDATIONS

WALL FASCIA REQUIREMENTS

VALUES ( As, SDS, AND SD1 ) FOR THE SITE.

STRUCTURES DIVISION WILL PROVIDE GROUND MOTION

WALL DESIGN IS TO INCLUDE EXTREME EVENT I STATE LOADS. THE TDOT

SEISMIC

REQUIREMENTS, AND INSERTS THE DEFLECTION VALUES (IF APPLICABLE).

VALUES, REVISES THE ACCEPTABLE WALL TYPES TO SATISFY THE FASCIA

THIS BOX IS TO BE REMOVED AFTER STRUCTURES DIVISION INSERTS SEISMIC

SOLDIER PILE AND LAGGING WALL (UNANCHORED)


TABLE 4-FOUNDATION PARAMETERS AND REQUIREMENTS FOR

R-2A

SEE OTHER DESIGN REQUIREMENTS ON R-2

TABLE 1A-DESIGN REQUIREMENTS AND PARAMETERS

2’ MIN.

2’ MIN.

TE

NN

ES

SE

E

D.

O.

T.

DE

SI

GN

DI

VI

SI

ON

FI

LE

NO.


NO.

STATE OF TENNESSEE


SEALED BY

GEOTEXTILE FABRIC (TYPE IV)

ITEM NO. 740-10.04

ITEM NO. 740-10.04

B-RETAINING WALL BASE

D-UNDERCUT DEPTH

F.G.-FINISHED GRADE

T.O.W.-TOP OF WALL

B.O.W.-BOTTOM OF WALL

(IF GSR IS USED)

(IF GSR IS USED)

1:1

1:1

2’

D/2D/2L

CONCRETE LEVELING PAD

D

REQUIRED GEOMETRY OF

SELECT BACKFILL ZONE

TO UTILIZE EFFECTIVE

FRICTION ANGLE IN DESIGN

COST OF MOMENT SLAB, INCLUDING DESIGN

WILL BE PAID FOR IN THE COST OF THE

RETAINING WALL.

1:1

ZONE REQUIRED FOR FOUNDATION

IMPROVEMENT (IF REQUIRED)

F.G .@ B.O.W.

GABION SIZE ROCK

(4"-6")

1’

PAVEMENT PROFILE

MSE WALL

SEGMENTAL PRECAST)

MSE WALL - MODULAR BLOCK\SEGMENTAL PRECAST

(MODULAR BLOCK OR

IF UNCLASSIFED SITE OR BORROW SOIL


ITEM NO. 740-10.04 IS REQUIRED HERE

IS USED AS RETAINED BACKFILL,


GEOTEXTILE FABRIC TYPE IV

ITEM NO. 740-10.04


ITEM NO. 740-10.04

(IF GSR IS USED)

(IF GSR IS USED)

1:1

1:1

2’

D/2D/2

CONCRETE LEVELING PAD

D





1:1



F.G .@ B.O.W.

GABION SIZE ROCK

(4"-6")

1’

MSE WALL

SEGMENTAL PRECAST)

MSE WALL - MODULAR BLOCK\SEGMENTAL PRECAST

(MODULAR BLOCK OR

IF UNCLASSIFED SITE OR BORROW SOIL


ITEM NO. 740-10.04 IS REQUIRED HERE

IS USED AS RETAINED BACKFILL,



ITEM NO. 740-10.04


ITEM NO. 740-10.04GEOTEXTILE FABRIC TYPE IV

ITEM NO. 740-10.04

ITEM NO. 740-10.04


D-UNDERCUT DEPTH

F.G.-FINISHED GRADE

T.O.W.-TOP OF WALL

B.O.W.-BOTTOM OF WALL

F.G. @ T

.O.W. V

ARIES

LOWER LIMIT OF RETAINING WALL

PAY QTY. (TOP OF LEVELING PAD)

BACKFILL

REINFORCED

BACKFILL

RETAINED

2’ OF #57 STONE

DRAINAGE

IF REQUIRED

2’

2’

RETAINED

BACKFILL

REINFORCED

BACKFILL

BARRIER PAY QTY. (IF REQUIRED)

(SEE EST. QTY. BLOCK FOR ITEM NO.)

UPPER LIMIT OF RETAINING WALL

LOWER LIMIT OF RETAINING WALL

PAY QTY. (TOP OF LEVELING PAD)

2’ OF #57 STONE

F.G. @ T.O.W. (MAY VARY)

BARRIER REQUIRED

TYPICAL DETAILTYPICAL DETAIL

2’ DRAINAGE LAYER REQUIRED

IF UNCLASSIFIED SITE OR BORROW

SOIL IS USED

F.G. @ T.O.W. (MAY VARY)

1:1






D-UNDERCUT DEPTH

F.G.-FINISHED GRADE

T.O.W.-TOP OF WALL

B.O.W.-BOTTOM OF WALL F.G. @ B.O.W.


ITEM NO. 740-10.041:1

B

BOTTOM OF FOOTING EL.


ITEM NO. 740-10.04


ITEM NO. 740-10.04



2’ MIN.2’

D/2D/2

1:1

CIP CONCRETE CANTILEVER OR GRAVITY WALL

D

CIP CANTILEVER OR GRAVITY WALL

PAVEMENT PROFILE

DEEP FOUNDATION

RETAINED

BACKFILL

LOWER LIMIT OF RETAINING WALL PAY QTY.

UPPER LIMIT OF RETAINING WALL PAY QTY.

(SEE EST. QTY. BLOCK FOR ITEM NO.)

BARRIER PAY QTY (IF REQUIRED,

2’ DRAINAGE LAYER REQUIRED

IF UNCLASSIFIED SITE OR BORROW

SOIL IS USED

1:1






D-UNDERCUT DEPTH

F.G.-FINISHED GRADE

T.O.W.-TOP OF WALL

B.O.W.-BOTTOM OF WALL F.G. @ B.O.W.

B

BOTTOM OF FOOTING EL.


ITEM NO. 740-10.04


ITEM NO. 740-10.04



2’ MIN.2’

D/2D/2

1:1

CIP CONCRETE CANTILEVER OR GRAVITY WALL

D

CIP CANTILEVER OR GRAVITY WALL

RETAINED

BACKFILL


IF REQUIRED

DRAINAGE

F.G. @ T.O.W. VARIES

HEEL HEEL

BARRIER REQUIRED

TYPICAL DETAIL TYPICAL DETAIL

(IF REQUIRED)

1:1 GEOTEXTILE FABRIC (TYPE IV)

ITEM NO. 740-10.04

DEEP FOUNDATION

(IF REQUIRED)

LOWER LIMIT OF RETAINING WALL PAY QTY.

PAY QTY. (TOP OF UNIT)


(EXCLUDES ANY APPURTENANCES)

L

LENGTHS SHALL BE EQUALALL DESIGN SECTION REINFORCEMENT

LENGTHS SHALL BE EQUALALL DESIGN SECTION REINFORCEMENT

VE

R. 10/05/2017

TYPICAL DETAIL

MSE SEGMENTAL PRECAST

MSE MODULAR BLOCK

GRAVITY WALL

CIP CANTILEVER WALL

CONST. 2020 NH-I-40-5(146)

UNOFFICIAL

SET

NOT FOR

BIDDING

R-3


NO.

STATE OF TENNESSEE


SEALED BY

4/24/2020 4:13:0

4 P

M

TYPICAL DETAIL

CONST. 2020 NH-I-40-5(146) R-3A

BARRIER WALL

S-SSMB-3 CONCRETE

WEEP HOLE

4" DIA. @ 10’

WALL PAY QTY.

OF RETAINING

UPPER LIMIT

EXISTING GROUND

FINISHED GRADE

18"

ROADWAY)

USED AS AN ALTERNATE

(S-SSMB-2 MAY BE

H

LI

MI

TS

OF

PA

YM

EN

T

1’ MIN.

2’BOTTOM OF WALL EL.

RETAINING WALL FACE

(UNANCHORED)

AND LAGGING

SOLDIER PILE

(NOT APPLICABLE FOR FILL SECTION)

TYPICAL SECTION IN CUT

SOLDIER PILE WALL (UNANCHORED)

WALL DETAIL-GEOMETRIC LAYOUT" SHEETS.

EMBEDMENT DEPTH REQUIREMENTS, SEE "RETAINING

CONTRACTOR/WALL DESIGNER. FOR MINIMUM

EMBEDMENT DEPTH TO BE DESIGNED BY THE

UNOFFICIAL

SET

NOT FOR

BIDDING

050’ 25’ 50’ 75’ 100’

SCALE: 1"=50’

51" S.S. MEDIAN BARRIER

OFF. 12.00’ RT.

STA. 114+80.00

BARRIER WALL

TIE G-RAIL TO

PLAN VIEW OF NOISE BARRIER WALL NO. 1

N

ITEM NO.

QUANTITY

ESTIMATED QUANTITIES FOR NOISE BARRIER WALL

12,048

711-05.71

L.F.

STD-SSMB-2

BARRIER WALL

SLOPE CONC.

51" SINGLE

968

718-01.01

DESCRIPTION

S.F.

(WALL NO. 1)

WALL

NOISE BARRIER

LAYOUT

GEOMETRIC

(N-1A)

NOISE WALL

RAMP D

NOT TO SCALE

FACE OF WALL

BASELINE OF WALL

TYPICAL FILL SECTION NOISE BARRIER WALL NO. 1 DETAILS

3:1

c

3:1

c

PR

ES.

R.

O.

W.

3:1

RA

MP

A

FG

TOP OF WALL

BOTTOM OF WALL

BARRIER

51" S.S. MEDIAN

RETAINING WALL NO.1

RAMP A

115+50.00

I-40 (DAVIDSON COUNTY) STA. 1038+91.15

BEGIN PROJECT NO. NH-I-40-5(146)(R.O.W)

E 1769985.9977

N 658994.6308

OFF. 141.30’ LT.

STA. 1034+05.90

BARRIER WALL NO.1

END NOISE

OFF.74.00’ LT

STA.1035+94.28 I-40;

STA.124+16.33 RAMP A=

NOISE BARRIER WALL NO.1

STA.2000+00 CD ROAD =

OFF.60.00’ RT

STA.1038+85.00 I-40;

I-40

RAMP A

1035

WALL P.I. STATION.1

BEARING LENGTH

10+00.00

WALL STA.

114+49.73A

B

A

CODE LOCATION EN

-

RAMP OFFSET FROM-TO

NOISE BARRIER WALL 1 ALIGNMENT

10+50.00

659039.0439 1770661.6733

1770611.7862

16.83 RT.

C11+61.73 659051.8224 1770500.4567

-

RAMP A

RAMP A

RAMP A

RAMP STA.

659042.4021

-C D

B C

B

1

1 115+00.00

116+11.97

16.83 RT.

16.83 RT.

50.00

111.73

384.59

15+46.32 119+96.33D

E

D -

18+50.23

659086.1104 1770117.3953

1769814.0404

16.83 RT.

F19+53.39 659159.6375 1769726.8235

-

RAMP A

659104.5459

-F G

E F

303.91E

1

1

G 659180.8521 1769490.474921+90.69

1

RAMP A

I-40

I-40

123+00.00

1036+18.30

1033+81.00

16.83 RT.

141.30 LT.

141.30 LT.

103.16

212.40

OFF. 11.72’ RT.

STA. 124+51.24

TIE TO EX. BARRIER WALL



OFF. 141.30’ LT.

STA. 1034+05.90

BARRIER WALL NO.1

END NOISE

OFF. 40.00’ RT.

STA. 122+50.00

RAMP A

END RET. WALL NO.1

WINGWALLS TO REMAIN.

BUILT AROUND EX. BOX.

RETAINING WALL TO BE

RETAINING WALL NO. 1OFF. 12.00’ RT.

STA. 114+80.00

BARRIER WALL

TIE G-RAIL TO

OFF. 12.00’ RT.

STA. 114+80.00

BARRIER WALL

TIE G-RAIL TO

OFF. 16.83’ RT.

STA. 115+00.00

BARRIER WALL NO.1

BEGIN NOISE

OFF. 15.33’ RT.

STA. 115+00.00

BARRIER WALL NO.1

BEGIN NOISE

NOISE BARRIER WALL NO. 1


NH-I-40-5(146)

C:\Users\JJ09166\D


Wall D


eo

Found

RW

-R

3-2

NW

-1

A.sht

4/24/2020 4:13:05 P

M

SN

AP

PT

SN

AP

PT

SN

AP

PT

SN

AP

PT

SHEET

NO.

SEALED BY

TRANSPORTATION

DEPARTMENT OF

STATE OF TENNESSEE

TYPE YEAR PROJECT NO.

CE

LL B

DR

2N

D

2020

70.3’

24.5’

BOTTOM OF HOLE (BELOW LINE)

BORING LOCATION. DEPTH TO REFUSAL (ABOVE LINE),

B-1

LEGEND

A-9A-25

30.3

2.5’

A-24

35.5’

2.3’

A-23

40.5’

2.4’

A-22

45.2’

1.8’

A-21

50.2’

1.4’

A-20

35.2’

1.3’

A-19

30.1’

2.1’

A-18

30.4’

1.4’

A-17

20.3’

1.3’

A-16

20.2’

0.8’

A-15

25.3’

1.6’

A-14

25.2’

1.4’ A-13

31.6’

1.3’

A-12

30.3’

1.5’

A-11

25.3’

1.4’

A-10

30.5’

3.1’

35.3’

5.6’

1035 10401045

I-40

CD ROAD

5020002005

UNOFFICIAL

SET

NOT FOR

BIDDING

CONST. R3

1035 10401045

RAMP A

I-40

CD ROAD

5020002005



E 1769985.9977

N 658994.6308

OFF.74.00’ LT

STA.1035+94.28 I-40;

OFF.74.00’ LT

STA.1043+96.89 I-40;

115120

STA.124+16.33 RAMP A=

STA.429+80.00RAMP D=

SCALE: HORZ. 1" = 50’

VERT. 1" = 5’


PROFILE VIEW OF

20+0015+00 16+00 17+00 18+00 19+00 21+00 22+00

LAYOUT

GEOMETRIC

(N-1B)

NOISE WALL

AT FACE OF WALL

EXISTING GROUND

500

505

510

495

515

520

525

530

535

540

490

485

48014+0013+0012+0011+0010+00

ARE APPROXIMATE

NOTE:BOTTOM OF WALL ELEVATIONS

545545

500

505

510

495

515

520

525

530

535

540

490

485

480

NH-I-40-5(146)

C:\Users\JJ09166\D


Wall D


eo

Found

RW

-R

4-N

W-1

B.sht

4/24/2020 4:13:05 P

M

SN

AP

PT

SN

AP

PT

SN

AP

PT

SN

AP

PT

SHEET

NO.

SEALED BY

TRANSPORTATION

DEPARTMENT OF

STATE OF TENNESSEE


CE

LL B

DR

2N

D

2020

UNOFFICIAL

SET

NOT FOR

BIDDING

R4CONST.

cE

L. 532.50

VPI 10

+50.00

BE

GI

N

NOI

SE

WA

LL

NO. 1

c

EL. 519.00

VPI 21

+65.79

EN

D

NOI

SE

WA

LL

NO. 1

EL. 532.50

VPI 11

+00.00

c

c

c

c

c

cc

cc

cc

cc

cc c

c

EL. 517.00

EL. 531.00

VPI 11

+50.00

EL. 529.50

VPI 12

+00.00

EL. 528.00

VPI 12

+50.00

EL. 526.50

VPI 13

+00.00

EL. 525.00

VPI 13

+50.00

EL. 524.20

VPI 14

+00.00

EL. 523.40

VPI 14

+50.00

EL. 522.60

VPI 15

+00.00

EL. 521.80

VPI 15

+50.00

EL. 521.00

VPI 16

+00.00

EL. 520.20

VPI 16

+50.00

EL. 519.40

VPI 17

+00.00

EL. 518.60

VPI 17

+50.00

EL. 517.80

VPI 18

+00.00

EL. 518.00

VPI 19

+53.39

EL. 519.00

VPI 20

+30.00

EL. 518.08

10

+50.00

c

c

EL. 492.99

19

+00.00

c

EL. 495.07

18

+50.00

c

EL. 496.44

18

+00.00

c

EL. 497.82

17

+50.00

c

EL. 499.14

17

+00.00

c

EL. 500.49

16

+50.00

c

EL. 501.84

16

+00.00

c

EL. 503.24

15

+50.00

c

EL. 504.75

15

+00.00

c

EL. 506.30

14

+50.00

c

EL. 507.86

14

+00.00

c

EL. 509.44

13

+50.00

c

EL. 510.95

13

+00.00

c

EL. 512.41

12

+50.00

c

EL. 513.85

12

+00.00

c

EL. 515.27

11

+50.00

c

EL. 516.63

11

+00.00

c

EL. 504.05

19

+53.39

c

EL. 511.60

20

+30.00

c

EL. 513.29

20

+60.00

c

EL. 513.93

20

+95.00

c

EL. 513.98

21

+15.00

c

EL. 511.80

21

+65.79

NOISE WALL

BOTTOM OF

NOISE WALL

TOP OF

WALL TRANS.

TO 10’ OFF EX. ROW

FROM EDGE OF PVMT.

MEDIAN BARRIER

TOP OF 51" S.S.

EL. 517.00

VPI 18

+50.23

c

EL. 522.60

VPI 15

+00.00

EL. 504.75

15

+00.00

12’ RT.

122+50

A-25

CL.

121+50

A-23

9’ RT.

120+95

A-22

5’ RT.

120+50

A-21

5’ RT.

120+00

A-20

6’ RT.

119+50

A-19

6’ RT.

119+00

A-18

6’ RT.

118+60

A-17

6’ RT.

118+00

A-16

6’ RT.

117+50

A-15

5’ RT.

116+50

A-13

6’ RT.

116+00

A-12

6’ RT.

115+50

A-11

5’ RT.

114+50

A-9

B.T.

B.T.

B.T.

B.T.

B.T.

B.T.

B.T.

B.T.

B.T.

B.T. B.T.

B.T.

B.T.

B.T.

B.T.

B.T.

B.T.

7’ RT.

115+00

A-10

1’ RT.

122+00

A-24

465

455

445

525

515

505

495

485

475

NH-I-40-5(146) 2020

5’ RT.

117+00

A-14

465

455

445

525

515

505

495

485

475

UNOFFICIAL

SET

NOT FOR

BIDDING

B.T.= BORING TERMINATED

TOPSOIL

B MATERIAL)

LIMESTONE (TYPE

LEGEND

QTYS. SHEET.

NOTES AND GEOTECHNICAL EST.

OF EARTHWORK TERMS ON

TYPE MATERIAL-SEE DEFINITION

A MATERIAL)

CLAY (TYPE

(TYPE D MATERIAL)

WEATHERED LIMESTONE

BOULDER / COBBLE

PROFILE

BORING

GEOTECHNICAL

(N-1C)

R5CONST.

ASHALT / SUBGRADE

C:\Users\JJ09166\D


Wall D


eo

Found

RW

-R

5-R

6-R-1

C-Pro.sht

4/24/2020 4:13:06 P

M

SN

AP

PT

SN

AP

PT

SN

AP

PT

SN

AP

PT

SHEET

NO.

SEALED BY

TRANSPORTATION

DEPARTMENT OF

STATE OF TENNESSEE


CE

LL B

DR

2N

D

UNOFFICIAL

SET

NOT FOR

BIDDING

NH-I-40-5(146) 2020

A-15 117+50 RT 6’ 510.6’ 493.6’ 25.3’

A-16 118+00 RT 6’ 509.3’ 499.9’ 20.2’

A-17 118+60 RT 6’ 507.5’ 502.2’ 20.3’

A-18 119+00 RT 6’ 505.7’ 495.7’ 30.4’

A-19 119+50 RT 6’ 504.2’ 494.1’ 30.1’

A-20 120+00 RT 5’ 502.9’ 482.7 35.2’

A-9 114+50 RT 5’ 519.1’ 493.8’ 35.3’

A-10 115+00 RT 7’ 517.6’ 497.1’ 30.5’

A-11 115+50 RT 6’ 516.3’ 496.3’ 25.3’

A-12 116+00 RT 6’ 514.9’ 30.3’

A-13 116+50 RT 5’ 513.8’ 492.2’ 31.6’

A-14 117+00 RT 5’ 512.3’ 25.2’

A-21 120+50 RT 5’ 501.4’ 471.2’ 50.2’

A-22 120+95 RT 9’ 500.0’ 465.2’

A-23 121+50 499.4’ 468.9’

A-24 122+00 RT 1’ 498.2’ 467.7’ 35.5’

CL

A-25 122+50 RT 12’ 495.8’ 475.5’ 30.3’

AND ROCK TYPES AT THE SPECIFIC BORING LOCATIONS.

BORING DEPICTIONS SHOWN ON FOUNDATION DATA SHEET INDICATE GENERAL SOIL

NOTE:

ELEVATION

ROCK

DEPTH

TOTAL

NO.

BORING STATION OFFSET

ELEVATION

GROUND

CONST. R6

40.5’

45.2’

493.4’

496.0’

C:\Users\JJ09166\D


Wall D


eo

Found

RW

-R

5-R

6-R-1

C-Pro.sht

4/24/2020 4:13:06 P

M

SN

AP

PT

SN

AP

PT

SN

AP

PT

SN

AP

PT

SHEET

NO.

SEALED BY

TRANSPORTATION

DEPARTMENT OF

STATE OF TENNESSEE


CE

LL B

DR

2N

D

ON PAGE N-1C

BORING PROFILE

PROFILE

BORING

GEOTECHNICAL

(N-1D)

050’ 25’ 50’ 75’ 100’

SCALE: 1"=50’

PLAN VIEW OF RETAINING WALL NO. 1

BEARING LENGTH

0+00.00

WALL STA.

111+49.52A

B

A B

CODE LOCATION EN

-

RAMP OFFSET FROM-TO

PROPOSED WALL 1 ALIGNMENT

0+50.00 112+00.00

659047.2851 1770959.5083

1770909.5427

27.00 RT.

27.00 RT.

C0+99.74 112+50.00 659049.4592 1770859.9696 32.00 RT.

-

RAMP A

RAMP A

RAMP A

RAMP STA.

659045.4315

D3+22.48 RAMP A 114+75.46 659067.7781 1770637.9822 44.01 RT.

-C D

B C 49.74

222.74

50.00

135.56-D E

NO.1

PROP. RETAINING WALL

WALL P.I. STATION.

1

1

1

1

OFF. 27.00’ RT.

STA. 112+00.00

RAMP A

BEGIN RET. WALL NO.1

N

LAYOUT

GEOMETRIC

(R-1A)

RETAINING WALL

1

1

116+11.97E

F

E -

8+43.02 119+96.33

659078.8842 1770502.8790

1770119.4309

44.00 RT.

44.00 RT.

G10+47.32 122+00.00 659125.5999 1769915.5044 44.00 RT.

-

RAMP A

RAMP A

RAMP A

659113.2068

H11+47.64 RAMP A 123+00.00 659123.6806 1769815.2033 36.00 RT.

-G H

F G

100.32

384.98F

204.30

DESCRIPTION

ITEM NO.

QUANTITY

ESTIMATED QUANTITIES FOR RETAINING WALL

12,048

S.F.

(WALL NO. 1)

WALL

RETAINING

604-07.01

TYPICAL FILL SECTION WALL NO. 1 DETAILS NOT TO SCALE

BASELINE OF WALL

c 6:1

c

PR

ES.

R.

O.

W.

3:1

3:1

3:1

STR-3

VARIES

18’-32’

RA

MP

A

FG

TOP OF WALL

BOTTOM OF WALL

2’MIN

FACE OF WALL

CENTERLINE REFERENCE

RAMP A

114+00.00

RAMP A

OFF. 40.00’ RT.

STA. 122+50.00

RAMP A

END RET. WALL NO.1






4+58.04

1

EXCAVATION LIMIT


NO.1

PROP. RETAINING WALL

OFF. 27.00’ RT.

STA. 112+00.00

RAMP A

BEGIN RET. WALL NO.1

NOFF. 40.00’ RT.

STA. 122+50.00

RAMP A

END RET. WALL NO.1

420’ LANE DROP TAPER

OFF. 11.72’ RT.

STA. 124+51.24

TIE TO EX. BARRIER WALL





OFF. 12.00’ RT.

STA. 114+80.00

BARRIER WALL

TIE G-RAIL TO



OFF. 40.00’ RT.

STA. 122+50.00

RAMP A

END RET. WALL NO.1

OFF. 15.33’ RT.

STA. 115+00.00

BARRIER WALL NO.1

BEGIN NOISE

RETAINING WALL NO. 1

NH-I-40-5(146) 2020

A-9A-25

30.3

2.5’

A-24

35.5’

2.3’

A-23

40.5’

2.4’

A-22

45.2’

1.8’

A-21

50.2’

1.4’A-20

35.2’

1.3’

A-19

30.1’

2.1’

A-18

30.4’

1.4’

A-17

20.3’

1.3’A-16

20.2’

0.8’

A-15

25.3’

1.6’

A-14

25.2’

1.4’A-13

31.6’

1.3’

A-12

30.3’

1.5’

A-11

25.3’

1.4’

A-10

30.5’

3.1’35.3’

5.6’

10401045

I-40

5020002005

70.3’

24.5’



B-1

LEGEND

A-8

35.2’

25.3’

A-7

35.3’

25.0’

A-6

35.4’

21.9’

A-5

25.3’

16.4’

A-4

15.1’

7.3’

RAMP A

425

2010

RAMP D

UNOFFICIAL

SET

NOT FOR

BIDDING

CONST.

C:\Users\JJ09166\D


Wall D


eo

Found

RW

-R

7-R-1

A.sht

4/24/2020 4:13:07 P

M

SN

AP

PT

SN

AP

PT

SN

AP

PT

SN

AP

PT

SHEET

NO.

SEALED BY

TRANSPORTATION

DEPARTMENT OF

STATE OF TENNESSEE


CE

LL B

DR

2N

D

R7


MECHANICALLY STABILIZED EARTH (MSE) WALL - MODULAR BLOCK

MECHANICALLY STABILIZED EARTH (MSE) WALL - SEGMENTAL PRECAST

CAST-IN-PLACE CANTILEVER WALL

CAST-IN-PLACE CONCRETE GRAVITY WALL



OR SEMI-GRAVITY WALLS

TABLE 3-FOUNDATION PARAMETERS AND REQUIREMENTS FOR GRAVITY

FRICTION

OF SLIDING

COEFFICIENT

STATION LIMITS

FRICTION

OF SLIDING

COEFFICIENT

(psf)

RESISTANCE

NOMINAL BEARING

REQUIREMENT

BEARING CONDITION

(REINFORCED ZONE)

FOUNDATION

STATION LIMITS MATERIAL(PSF)

COHESION

(PCF)

UNIT WEIGHT

(DEGREES)

ANGLE

FRICTION

XXX PCFXX DEGREES XXXX PSF

TABLE 4-DESIGN PARAMETERS FOR UNANCHORED SOLDIER PILE AND LAGGING WALL

0+00 TO 0+00 SADDLE SHALL BE BUILT TO PROTECT EXISTING BOX CULVERT DURING CONSTRUCTION.

SPECIAL NOTES

112+00 TO 119+50EMBEDMENT DEPTH

ON SOIL AT MINIMUM 0.35

112+00 TO 119+50 0.60

REPLACE WITH GRADED SOLID ROCK

WHICHEVER IS SHALLOWER AND

FOOTING ELEVATION OR TO BEDROCK

UNDERCUT 4 FEET BELOW PROPOSED

119+50 TO 121+50 0.60





EMBEDMENT DEPTH

ON SOIL AT MINIMUM 0.35121+50 TO 122+50

121+50 TO 122+50 0.60





STATION LIMITS

112+00 TO 118+50 0.60





118+50 TO 121+50 0.60





121+50 TO 122+50 0.60





(psf)

RESISTANCE

NOMINAL BEARING

REQUIREMENT

BEARING CONDITION

(REINFORCED ZONE)

FOUNDATION

10401045

RAMP A

I-40

CD ROAD

50

425

20002005

2010



OFF.74.00’ LT

STA.1035+94.28 I-40;

OFF.74.00’ LT

STA.1043+96.89 I-40;

115120

STA.124+16.33 RAMP A=

STA.429+80.00RAMP D=

19008-2195-44

RET. WALL 1

NOISE WALL 1


PROFILE VIEW OF


VERT. 1" = 5’

5+00 8+00 9+006+00 7+00 10+00 11+00

LAYOUT

GEOMETRIC

(R-1B)

RETAINING WALL

c

c

cc

c

c

c

c

c

c

c

c

c

c

c

c

cc

cc

c

c

c

c

c

c

cc

RET. WALL

TOP OF

RET. WALL

BOTTOM OF

ARE APPROXIMATE

NOTE: BOTTOM OF WALL ELEVATIONS

AT FACE OF WALL

EXIST. GROUND

AT FACE OF WALL

PROP. GROUND LINE

480

485

490

475

495

500

505

510

515

520

470

480

485

490

475

495

500

505

510

520

470

515

525

530

1+00 2+00 3+00 4+000+00

535

c

c

c

c

c

c

c

c

c

cc

c

c

c

NH-I-40-5(146) 2020

UNOFFICIAL

SET

NOT FOR

BIDDING

CONST. R8

C:\Users\JJ09166\D


Wall D


eo

Found

RW

-R

8-1

B.sht

4/24/2020 4:13:07 P

M

SN

AP

PT

SN

AP

PT

SN

AP

PT

SN

AP

PT

SHEET

NO.

SEALED BY

TRANSPORTATION

DEPARTMENT OF

STATE OF TENNESSEE


CE

LL B

DR

2N

D

EL. 518.74

VPI 2

+00.00

EL. 514.51

VPI 3

+00.00

EL. 508.61

VPI 5

+00.00

EL. 505.27

VPI 6

+50.00

EL. 502.59

VPI 7

+00.00

EL. 492.56

VPI 10

+50.00

EL. 519.57

0+50.00

EL. 517.57

0+65

+00

EL. 515.57

0+80.00

EL. 513.57

0+95.00

EL. 511.57

1+10.00

EL. 509.57

1+25.00

EL. 507.57

1+40.00

EL. 505.57

1+50.00

EL. 503.57

1+70.00

EL. 501.91

1+85.00 E

L. 500.99

3+00.00

EL. 500.99

4+50.00

EL. 500.48

6+00.00

EL. 498.48

6+50.00

EL. 496.48

6+75.00

EL. 494.48

7+00.00

EL. 492.48

7+20.00

EL. 490.48

7+40.00

EL. 488.48

7+60.00

EL. 486.48

7+75.00

EL. 484.48

7+90.00

EL. 482.48

8+10.00

EL. 480.48

8+30.00

EL. 478.48

8+50.00

EL. 476.48

8+70.00

EL. 476.91

8+88.19

EL. 475.65

9+20.00

EL. 477.49

9+40.00

EL. 479.49

9+90.00

EL. 481.49

10

+25.00 EL. 485.49

10

+97.48

EL. 502.122’ MIN.

EL. 476.91

8+95.02

EL. 475.65

8+80.00

EL. 526.97

VPI 0

+50.00

BE

GI

N

RE

T.

WA

LL

NO. 1

EL. 492.32

VPI 10

+97.48

EN

D

RE

T.

WA

LL

NO. 1

EL. 483.49

10

+60.00

EL. 500.99

4+50.00

B.T.B.T.

NH-I-40-5(146) 2020

UNOFFICIAL

SET

NOT FOR

BIDDING

A MATERIAL)

FAT CLAY (TYPE

5’ RT.

114+00

A-8

CL.

113+50

A-7

CL.

113+00

A-6

6’ RT.

112+00

A-4

CL.

112+50

A-5

520

510

500

490

B.T.

B.T.

B.T.


TOPSOIL

B MATERIAL)

LIMESTONE (TYPE

LEGEND

QTYS. SHEET.




A MATERIAL)

CLAY (TYPE

(TYPE D MATERIAL)

WEATHERED LIMESTONE

SAND (TYPE A MATERIAL)

SILTY GRAVEL WITH

BOULDER / COBBLE

PROFILE

BORING

GEOTECHNICAL

(R-1C)

520

510

500

490

480 480

ELEVATION

ROCK

DEPTH

TOTAL

NO.


ELEVATION

GROUND

A-4 112+00 RT 6’ 524.9’ 517.6’ 15.1’

A-5 CL 524.9’ 508.5’ 25.3’

A-6 113+00 CL 523.8’ 501.9’ 35.4’

A-7 113+50 CL 522.5’ 497.5’ 35.3’

A-8 114+00 RT 5’ 520.4’ 495.1’ 35.2’

CONST.

112+50



NOTE:

SEE PAGE N-1C AND N-1D FOR BORING A-9 TO A-25

C:\Users\JJ09166\D


Wall D


eo

Found

RW

-R

9-N

W-1

C-Pro.sht

4/24/2020 4:13:08 P

M

SN

AP

PT

SN

AP

PT

SN

AP

PT

SN

AP

PT

SHEET

NO.

SEALED BY

TRANSPORTATION

DEPARTMENT OF

STATE OF TENNESSEE


CE

LL B

DR

2N

D

R9

050’ 25’ 50’ 75’ 100’

SCALE: 1"=50’



VERT. 1" = 5’

500

505

510

515

520

525

530


PROFILE VIEW OF

500

505

510

515

520

530

0+00 3+00 4+001+00 2+00

525

5+00

BEARING LENGTH

0+00.00

WALL STA.

A

B

A

CODE LOCATION EN

-

RAMP OFFSET FROM-TO


2+40.84

1770092.3231658427.5084

658703.5249

15.00 RT.

15.00 RT.

RAMP STA.

1770087.4124

BTERMINAL DRIVE RAMP

TERMINAL DRIVE RAMP

42+75.00

45+25.00

276.06

4+81.67 C TERMINAL DRIVE RAMP 47+75.00 658802.5431 1770345.1034 15.00 RT.

B C- 276.06

WALL P.I. STATION.

1

1

c

c

c3:

1

EX.

EO

P

OFF. 15.00’ RT.

STA. 47+40.00

TERMINAL DRIVE RAMP

BEGIN 51" M.B.

END RET. WALL NO.2 & HALF 51" M.B.

RET

AININ

G W

ALL N

O. 2

51" S.S.

HA

LF M.B.

OFF. 15.00’ RT.

STA. 43+05.00

TERMINAL DRIVE RAMP

END 51" M.B.

BEGIN RET. WALL NO.2 & HALF 51" M.B.

OFF. 18.00’ RT.

STA. 41+90.00

BEGIN 51" M.B.

TYPICAL CUT SECTION WALL NO. 2 DETAILS

NOT TO SCALE

FACE OF WALL

BASELINE OF WALL

N

DESCRIPTION

ITEM NO.

QUANTITY


3,852

604-07.02

S.F.

(WALL NO. 2)

WALL

RETAINING

711-05.71 711-05.72

L.F.

STD-SSMB-2

BARRIER WALL

SLOPE CONC.

51" SINGLE

L.F.

STD-SSMB-3

BARRIER WALL

HALF CONC.

51" SNGL SLP

151 435

LAYOUT

GEOMETRIC

(R-2A)

RETAINING WALL

45

CD ROAD

RA

MP

TER

MIN

AL

DRIV

E

TE

RMI

NA

L

DRI

VE

RA

MP

FG

MEDIAN BARRIER

51" S.S HALF

BOTTOM OF WALL

TOP OF WALL

2’MIN

2’MIN

ARE APPROXIMATE


AT FACE OF WALL

EXIST. GROUND

MEDIAN BARRIER

TOP OF 51" HALF

RET. WALL

TOP OF

RET. WALL

BOTTOM OF

cc

c

c

c

c

ccc

BARRIER WALL

51" HALF MEDIAN

AT FRONT OF

PROP. F.G.


TERMDRIVE

44+00.00

EXCAVATION LIMIT

NH-I-40-5(146) 2020

70.3’

24.5’



B-1

LEGEND

T-12

25.4’

6.7’

T-11

29.7’

5.9’

T-9

24.4’

6.3’

T-8

24.8’

1.3’

T-3

25.0’

2.2’

T-2

21.0’

5.4’

T-4

25.6’

10.4’

TER

MIN

AL

DRIV

E R

AMP

UNOFFICIAL

SET

NOT FOR

BIDDING

CONST. R10

C:\Users\JJ09166\D


Wall D


eo

Found

RW

-R

10-R-2.sht

4/24/2020 4:13:09 P

M

SN

AP

PT

SN

AP

PT

SN

AP

PT

SN

AP

PT

SHEET

NO.

SEALED BY

TRANSPORTATION

DEPARTMENT OF

STATE OF TENNESSEE


CE

LL B

DR

2N

D







XXXXXXXXXXXXXXXXXXXX

XXXXXXXXXX



XXXXXXXXXX

REQUIREMENT

BEARING CONDITION

FOUNDATION

STATION LIMITS

FRICTION

OF SLIDING

COEFFICIENT

(psf)

RESISTANCE

NOMINAL BEARINGSTATION LIMITS

FRICTION

OF SLIDING

COEFFICIENT

(psf)

RESISTANCE

NOMINAL BEARING

REQUIREMENT

BEARING CONDITION

(REINFORCED ZONE)

FOUNDATION



INTERVAL

ELEVATION

TOP OF GROUND

TOP OF WALL TO


COHESION

(PCF)

UNIT WEIGHT

(DEGREES)

ANGLE

FRICTION

XXX PCFXX DEGREES XXXX PSFCLAYEY SAND


0+00 TO 0+00

WALL.

FUNCTION OF THE TVA TOWER DURING CONSTRUCTION AND THROUGHOUT THE DESIGN LIFE OF THE

THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING AND PRESERVING THE INTEGRITY AND

SPECIAL NOTES

43+50 TO 46+00

46+00 TO 47+00

COMPETENT BEDROCK

IN-PLACE ROCK (WEATHERED)

43+50 TO 46+00

46+00 TO 47+00

COMPETENT BEDROCK


EL. 517.29

VPI 0

+95.00

EL. 519.62

VPI 3

+65.00

EL. 507.76

0+28.90

EL. 507.76

1+30.00

EL. 507.76

2+60.00

EL. 507.35

3+85.00

EL. 507.35

4+47.96

EL. 508.76

EL. 510.96

VPI 0

+28.90

BE

GI

N

RE

T.

WA

LL

NO. 2

EL. 511.48

VPI 4

+47.96

EN

D

RE

T.

WA

LL

NO. 2

530

520

510

500

530

520

510

500

490

10’ RT.

43+50

T-2

25’ RT.

44+00

T-3

20’ RT.

44+75

T-4

15’ RT.

46+25

T-8

18’ LT.

46+50

T-9

20’ RT.

47+00

T-11

20’ RT.

48+00

T-12


QTYS. SHEET.




B.T.B.T.

B.T.

TOPSOIL

ASHALT

A MATERIAL)

CLAY (TYPE

B MATERIAL)

LIMESTONE (TYPE

(TYPE D MATERIAL)

WEATHERED LIMESTONE

LEGEND

C:\Users\JJ09166\D


Wall D


eo

Found

RW

-R

11-R-2

B-Pro.sht

4/24/2020 4:13:09 P

M

SN

AP

PT

SN

AP

PT

SN

AP

PT

SN

AP

PT

SHEET

NO.

SEALED BY

TRANSPORTATION

DEPARTMENT OF

STATE OF TENNESSEE


CE

LL B

DR

2N

D

UNOFFICIAL

SET

NOT FOR

BIDDING

R11 NH-I-40-5(146) 2020

B.T.B.T.

B.T.

A MATERIAL)

SILTY LEAN CLAY (TYPE

A MATERIAL)

SILT WITH SAND (TYPE

B.T.

ELEVATION

ROCK

DEPTH

TOTAL

NO.


43+50 RT 10’ 515.0’ 509.6’ 21.0’

T-3 44+00 519.0’ 516.8’ 25.0’

T-4 44+75 521.1’ 510.7’ 25.6’

T-8 46+25 524.1’ 522.8’ 24.8’

T-9 46+50 LT 18’ 519.0’ 512.7’ 24.4’

T-11 47+00 RT 20’ 524.7’ 29.7’

T-12 48+00 RT 20’ 526.0’ 25.4’

T-2

RT 25’

ELEVATION

GROUND

RT 20’

RT 15’



NOTE:

CONST.

(TYPE A MATERIAL)

GRAVELY CLAY 519.3’

519.3’

PROFILE

BORING

GEOTECHNICAL

(R-2B)

050’ 25’ 50’ 75’ 100’

SCALE: 1"=50’


OFF. 24.00’ LT.

STA. 577+25.00

RAMP F

END 51" M.B.

BEGIN RET. WALL NO.3 & HALF 51" M.B.

OFF. 53.00’ LT.

STA. 745+89.00

CONNECT TO HALF 51" M.B.

51" S.S. HALF M.B.


N

(BY OTHERS)

SHARED V-DITCH

END SPECIAL

STA. 575+50.00

CURVE F-RET.WALL 3

PI 2+54.13

N 656,839.8686

E 1,773,241.3525

R 2,891.79

L 74.53

T 37.27

PC 2+16.87

PT 2+91.40

CURVE C-RET.WALL 3

PI 1+01.93

N 656,694.9272

E 1,773,194.8001

R 3,792.72

L 179.87

T 89.95

PC 0+11.98

PT 1+91.85

LAYOUT

GEOMETRIC

(R-3A)

RETAINING WALL

RAMP F

DESCRIPTION

ITEM NO.

QUANTITY


14,555

S.F.

(WALL NO. 3)

WALL

RETAINING

612

711-05.72

L.F.

STD-SSMB-3

BARRIER WALL

HALF CONC.

51" SNGL SLP

711-05.71

L.F.

STD-SSMB-2

BARRIER WALL

SLOPE CONC.

51" SINGLE

31

604-07.03

TOP OF WALL

BASELINE OF WALL

TYPICAL FILL SECTION WALL NO. 3 DETAILS

NOT TO SCALE

4:1

c

PROPOSED S.R. 255

FACE OF WALL

BOTTOM OF WALL

MEDIAN BARRIER

51" S.S. HALF 2’MIN

RA

MP

F

FG

(BY OTHERS)

ADJACENT MNAA PROJECT


RAMP F

577+00.00

OFF. 44.00 LT.STA. 617+63.29RAMP G END RET. WALL NO.3

OFF. 107.35’ LT. S.R. 255 STA. 751+24.04

END HALF 51" M.B.

S.R. 255

S.R. 255 STA. 751+62.44BEGIN BRIDGE

AB

UT

ME

NT

RE

T. W

ALL 3/

STA.520+20.00 MNAA E-W ROAD

E 1773299.1100

N 657209.8273

MNAA E 1773192.7184

MNAA N 657170.3971

CURVE K-RET.WALL 3

PI 5+87.54

N 657,160.0678

E 1,773,333.3179

R 25.00

L 35.74

T 21.70

PC 5+65.84

PT 6+01.58

CURVE N-RET.WALL 3

PI 7+89.02

N 657,138.6882

E 1,773,541.3571

R 30.00

L 48.25

T 31.14

PT 9+75.86

PCC 8+06.12

CURVE Q-RET.WALL 3

PI 8+91.16

N 657,023.6431

E 1,773,525.1623

R 1,101.92

L 169.73

T 85.03

PC 7+57.88

PCC 8+06.12

BEARING LENGTH

0+00.00

WALL STA.

A

B

A

CODE LOCATION EN

-

FROM-TO


0+11.98

1773168.2650656596.5067

656608.0764

26.98 LT.

1773171.3843

B 11.98

C

D

E

F

1+01.92

1+91.85

2+16.87

2+54.13

656694.9272

656780.5703

656804.3865

656839.8686

1773194.8001

1773222.3070

1773229.9563

1773241.3525

-

-

-

-

B C

D

E

F

C

E

89.95

89.95

25.01

37.27

577+37.07

577+25.00

576+34.42

575+43.85

575+18.83

574+81.92

27.00 LT.

D

WALL P.I. STATION.

1

G2+91.40 574+45.00 656875.6327 1773251.8305

F - G 37.27

G H- 121.54

1

1

RAMP F

RAMP F

RAMP F

RAMP F

RAMP F

RAMP F

RAMP F

27.00 LT.

27.00 LT.

27.00 LT.

27.00 LT.

27.00 LT.

RAMP OFFSETRAMP STA.

4+12.93 H

J

H -

5+65.84

1773291.2041656990.6149

657139.0104

35.00 LT.

1773328.0845

J 153.24

K

L

M

N

5+83.71

6+01.58

7+57.88

7+82.00

657160.0678

657157.8497

657141.8721

657138.6882

1773333.3179

1773354.9022

1773510.3754

1773541.3571

-

-

-

-

J K

L

M

N

K

M

21.70

21.70

156.29

31.14

573+25.00

520+56.06

520+59.12

520+80.81

522+37.11

522+68.25

67.48 RT.

52.12 RT.

46.00 RT.

46.00 RT.

55.19 RT.

L

8+06.12

8+90.99

9+75.86

9+85.86

P

Q

R

S

618+76.51

617+88.26

617+00.00

616+89.60

657107.8474

657023.6431

656942.2544

656932.6832

1773537.0157

1773525.1623

1773500.5302

1773497.6335

44.00 LT.

44.00 LT.

44.00 LT.

43.95 LT.

31.14

85.03

85.03

10.00

- PN

- QP

- RQ

- SR

E-W ROAD

RAMP F

RAMP G

RAMP G

RAMP G

RAMP G

1

1

1

1

E-W ROAD

E-W ROAD

E-W ROAD

E-W ROAD

750 NH-I-40-5(146)

C:\Users\JJ09166\D


Wall D


eo

Found

RW

-R

12-R-3

A.sht

4/24/2020 4:13:10 P

M

SN

AP

PT

SN

AP

PT

SN

AP

PT

SN

AP

PT

SHEET

NO.

SEALED BY

TRANSPORTATION

DEPARTMENT OF

STATE OF TENNESSEE


CE

LL B

DR

2N

D

2020

RAMP G

S.R. 255

MN

AA E-W R

OA

D

RAMP F

AB

UT

ME

NT

RE

T. W

ALL 3/

UNOFFICIAL

SET

NOT FOR

BIDDING

CONST. R12

70.3’

24.5’



BORING LOCATION WITH DEPTH TO REFUSAL

B-1

B-1

24.5’

LEGEND

RAMP G

G-15

54.5’

1.8’

G-14

4.7’

G11

54.5’

4.1’

G-6

35.6’

1.8’

G-8

40.4’

0.4’

B-R3-1

55.1’

0.4’

B-R3-2

59.7’

4.9’






F-2

20.2’

0.5’

BR1-1

54.7’

1.9’

F-7

10.1’

0.1’F-9

10.4’

0.4’

F-6

9.7’

1.8’

F-5

15.6’

1.4’

RAMP F

B-R3-4

34.6’

1.1’

F-3

15.9’

0.9’

DP-23

25.0’

1.1’

DP-25

25.2’

1.9’

F-1

20.6’

0.5’

B-R3-3

39.8’

4.9’

RAMP F

F-8

15.1’

0.1’



XXXXXXXXXX



XXXXXXXXXX

STATION LIMITS

FRICTION

OF SLIDING

COEFFICIENT

(psf)

RESISTANCE

NOMINAL BEARING

STATION LIMITS

FRICTION

OF SLIDING

COEFFICIENT

(psf)

RESISTANCE

NOMINAL BEARING

REQUIREMENT

BEARING CONDITION

(REINFORCED ZONE)

FOUNDATION

INTERVAL

ELEVATION

TOP OF GROUND

TOP OF WALL TO


COHESION

(PCF)

UNIT WEIGHT

(DEGREES)

ANGLE

FRICTION



0+00 TO 0+00

XXXXXXXXXX XXXXXXXXXX



COMPETENT BEDROCK

COMPETENT BEDROCK

COMPETENT BEDROCK

COMPETENT BEDROCK


617+00 TO 619+00

520+50 TO 522+50

571+50 TO 574+50

574+50 TO 576+00

576+00 TO 577+00






COMPETENT BEDROCK

COMPETENT BEDROCK

COMPETENT BEDROCK

COMPETENT BEDROCK


617+00 TO 619+00

520+50 TO 522+50

571+50 TO 574+50

574+50 TO 576+00

576+00 TO 577+00

REQUIREMENT

BEARING CONDITION

FOUNDATION

(BY OTHERS)

PROP. AOA SECURITY FENCE


VERT. 1" = 5’


PROFILE VIEW OF

495

500

505

510

520

515

490

525

530

535

545

550

555

540

495

500

505

510

520

515

490

525

530

535

545

550

555

540

LAYOUT

GEOMETRIC

(R-3B)

RETAINING WALL

2’MIN

c

c

c

c

c

c

c

RET. WALL

BOTTOM OF

c

c

c

c

c

c

c

c

cc

ccc

c

RET. WALL

TOP OF

cc

MEDIAN BARRIER

TOP OF 51" HALF

AT FACE OF WALL

EXIST. GROUND

BARRIER WALL

51" HALF MEDIAN

AT FACE OF

PROP. F.G.

AT FACE OF WALL

PROP. GROUND LINE

BRIDGE

S.R. 255

ARE APPROXIMATE


c

4+00 7+00 8+005+00 6+00 9+00 10+000+00 1+00 2+00 3+00

NH-I-40-5(146)

C:\Users\JJ09166\D


Wall D


eo

Found

RW

-R

13-R-3

B.sht

4/24/2020 4:13:10 P

M

SN

AP

PT

SN

AP

PT

SN

AP

PT

SN

AP

PT

SHEET

NO.

SEALED BY

TRANSPORTATION

DEPARTMENT OF

STATE OF TENNESSEE


CE

LL B

DR

2N

D

2020

UNOFFICIAL

SET

NOT FOR

BIDDING

R13CONST.

c cc

c

c

c

c

c

c

c

c

c

c

c

c c

c

c

c

EL. 523.26

0+11.98

EL. 523.26

0+50.00

EL. 524.26

1+03.00

EL. 522.26

1+51.00

EL. 520.26

1+96.00

EL. 518.26

2+40.00

EL. 516.26

2+80.00

EL. 514.26

3+20.00

EL. 512.03

3+63.00

EL. 510.26

4+40.00

EL. 508.26

4+76.00

EL. 506.26

4+83.00

EL. 504.26

4+90.00

EL. 502.26

4+97.00

EL. 500.26

5+86.00

EL. 500.26

8+45.00

EL. 501.88

9+04.00

EL. 503.88

9+57.00 E

L. 505.88

9+82.00

EL. 538.24

VPI 0

+11

+.98

BE

GI

N

RE

T.

WA

LL

NO. 3

c

c

c

c

c c

c

c

c

EL. 531.70

VPI 2

+50.00

EL. 528.94

VPI 4

+00.00

EL. 528.34

VPI 4

+25.00

EL. 523.89

VPI 5

+75.00

EL. 519.56

VPI 6

+23.00

EL. 519.56

VPI 7

+57.80

EL. 518.29

VPI 8

+25.00

EL. 509.72

VPI 9

+82.00

EN

D

RE

T.

WA

LL

NO. 3

c

EL. 511.60

VPI 9

+11.36

540

530

C:\Users\JJ09166\D


Wall D


eo

Found

RW

-R

14-R-3

C-Pro-1-1.sht

4/24/2020 4:13:11 P

M

SN

AP

PT

SN

AP

PT

SN

AP

PT

SN

AP

PT

SHEET

NO.

SEALED BY

TRANSPORTATION

DEPARTMENT OF

STATE OF TENNESSEE


CE

LL B

DR

2N

D

UNOFFICIAL

SET

NOT FOR

BIDDING

R14 NH-I-40-5(146) 2020

520

500

510

540

530

520

500

510

550

540

530

50’ LT.

618+00

G-11

50’ LT.

618+50

G-14

50’ LT.

619+00

G-15

B.T.

REF.

B.T.

520

500

510

550

540

530

520

500

510

490 490

75’ LT.

750+00

DP-23

80’ LT.

751+00

DP-25

B.T.

B.T.


REF.= AUGER REFUSAL

QTYS. SHEET.




TOPSOIL

(TYPE A MATERIAL)

CAVITY FILLED WITH CLAY

A MATERIAL)

CLAY (TYPE

(TYPE D MATERIAL)

WEATHERED LIMESTONE

B MATERIAL)

LIMESTONE (TYPE

LEGEND

ELEVATION

ROCK

DEPTH

TOTAL

NO.


ELEVATION

GROUND

ELEVATION

ROCK

DEPTH

TOTAL

NO.


ELEVATION

GROUND



NOTE:

DP-25 751+00 525.7’ 523.8’ 25.2’

DP-23 750+00 527.5’ 526.4’



NOTE:

25.0’

G-11 618+00 LT 50’ 547.3’ 543.2’ 54.5’

G14

G-15

618+50 LT 50’

545.1’

548.2’ 543.5’ 4.7’

619+00 LT 50’ 543.3’ 54.5’

CONST.

G-6 616+00 536.2’ 35.6’

617+00 539.5’ 539.1’

CL.

616+00

G-6

CL.

617+00

G-8

B.T.

B.T.

CL 538.0’

CL 40.4’

LT 80’

G-8

LT 75’

PROFILE

BORING

GEOTECHNICAL

(R-3C)

C:\Users\JJ09166\D


Wall D


eo

Found

RW

-R

15-R-3

C-Pro--R

3-bh-2-2.sht

4/24/2020 4:13:11 P

M

SN

AP

PT

SN

AP

PT

SN

AP

PT

SN

AP

PT

SHEET

NO.

SEALED BY

TRANSPORTATION

DEPARTMENT OF

STATE OF TENNESSEE


CE

LL B

DR

2N

D


QTYS. SHEET.




TOPSOIL

(TYPE A MATERIAL)


A MATERIAL)

CLAY (TYPE

(TYPE D MATERIAL)

WEATHERED LIMESTONE

B MATERIAL)

LIMESTONE (TYPE

LEGEND

ELEVATION

ROCK

DEPTH

TOTAL

NO.


ELEVATION

GROUND

F-1 573+50 LT 26’ 526.0’ 525.4’ 20.6’

F-2 574+00 LT 35’ 527.0’ 526.5’ 20.2’

525.5’F-3 574+50 LT 30’ 526.4’ 15.9’

F-5 575+60 LT 30’ 527.2’ 525.8’ 15.6’

F-6 576+00 LT 34’ 529.2’ 527.4’

530.0’F-7 576+50 LT 37’ 530.1’ 10.1’



NOTE:

529.6’F-9 577+50 LT 46’ 530.0’ 10.4’

529.4’F-8 577+00 LT 40’ 529.5’ 15.1’

34’ LT.

576+00

F-6

37’ LT.

576+50

F-7

40’ LT.

577+00

F-8

46’ LT.

577+50

F-9

B.T.

B.T.

B.T.

B.T.

B.T.

26’ LT.

573+50

F-1

35’ LT.

574+00

F-2

30’ LT.

574+50

F-3

B.T.

B.T.

B.T.

530

520

510

500

530

520

510

500

30’ LT.

575+60

F-5

NH-I-40-5(146) 2020CONST.

UNOFFICIAL

SET

NOT FOR

BIDDING

9.7’

R15

480

550

540

530

520

500

510

480

550

540

530

520

500

510

490 490

B.T.B.T.

B.T.

B.T.

45’ LT.

617+32

B-R3-1

45’ LT.

618+45

B-R3-2

ELEVATION

ROCK

DEPTH

TOTAL

NO.


ELEVATION

GROUND



NOTE:

B-R3-1 617+32 LT 45’ 544.1 543.7 55.1’

B-R3-2 618+45 LT 45’ 547.9’ 543.0’ 59.7’

B-R3-3 571+48 LT 57’ 525.3’ 520.4’ 39.8’

B-R3-4 572+41 LT 36’ 526.0’ 524.9’ 34.6’

57’ LT.

571+48

B-R3-3

36’ LT.

572+41

B-R3-4

520

500

480

530

510

490

470B.T.

520

500

480

530

510

490

470

ELEVATION

ROCK

DEPTH

TOTAL

NO.


ELEVATION

GROUND



NOTE:

751+53 LT 31’ 528.9’ 527.0’ 54.7’

LT 31’

751+53

B-BR1-1

B-BR1-1

PROFILE

BORING

GEOTECHNICAL

(R-3D)

050’ 25’ 50’ 75’ 100’

SCALE: 1"=50’




PROFILE VIEW OF

490

495

500

505

515

510

485

520

525

530

540

545

550

535

490

495

500

505

515

510

485

520

525

530

540

545

550

535

0+00 3+001+00 2+00

AB

UT

ME

NT

RE

T. W

ALL 4/

OFF. 173.83 LT.STA. 520+84.18E-W ROADBEG. RET. WALL NO.4

N

BEARING LENGTH

0+00.00

WALL STA.

A

B

A

CODE LOCATION EN

-

FROM-TO


0+69.50

1773380.7239657376.1858

657306.8875

173.83 LT.

1773375.4140

B 69.50

C

D

E

0+88.81

1+08.12

3+65.00

657282.5987

657280.1084

657253.8482

1773373.5529

1773397.7852

1773353.3163

-

-

-

B C

D

E

C

24.36

24.36

256.88

520+84.18

520+85.98

520+86.61

521+10.97

523+21.71

104.35 LT.

87.10 LT.

80.00 LT. D

WALL P.I. STATION.1

ROAD STA. ROAD OFFSET

1

80.00 LT

E-W ROAD

E-W ROAD

E-W ROAD

E-W ROAD

E-W ROAD

LAYOUT

GEOMETRIC

(R-4A)

RETAINING WALL

PT 1+08.12

PC 0+69.50

CURVE C-RET.WALL 4

PI 0+93.86

N 657,282.5987

E 1,773,373.5529

R 25.00

L 38.62

T 24.36

MN

AA E-W R

OA

D

S.R. 255

10

STA.619+55.29 RAMP G =

0.00’ OFF.

STA.523+11.87 MNAA E-W ROAD;

STA.10+00.00 TEMP. MNAA MAINT. RD.

E 1773597.5383

N 657179.1587

MNAA E 1773491.1288

MNAA N 657139.7303

STA.523+20.00 MNAA E-W ROAD=

S.R. 255 STA. 753+08.56END BRIDGE

MNAA ACCESS ROAD

ARE APPROXIMATE


BRIDGE

S.R.255

DESCRIPTION

ITEM NO.

QUANTITY 5,285

S.F.

(WALL NO. 4)

WALL

RETAINING

604-07.04

FACE OF WALL

BASELINE OF WALL

TYPICAL CUT SECTION WALL NO. 4 DETAILS

NOT TO SCALE

E-W ROAD SUBGRADE EXCAVATION

PROPOSED S.R. 255

TOP OF WALL

BOTTOM OF WALL

RETAINING WALL 4

1+00.00

OFF. 80.00 LT.STA. 523+21.71E-W ROADEND RET. WALL NO.4

WALL NO.4 LOCATION STAKE-OUT POINTS

c


E-

W

RO

AD

CE

NT

ER

LI

NE

AB

UT

ME

NT

RE

T. W

ALL 3/

OFF. 127.76 LT.STA. 753+10.12S.R. 255BEG. RET. WALL NO.4

754 NH-I-40-5(146) 2020

UNOFFICIAL

SET

NOT FOR

BIDDING

CONST.

C:\Users\JJ09166\D


Wall D


eo

Found

RW

-R

16-R-4.sht

4/24/2020 4:13:12 P

M

SN

AP

PT

SN

AP

PT

SN

AP

PT

SN

AP

PT

SHEET

NO.

SEALED BY

TRANSPORTATION

DEPARTMENT OF

STATE OF TENNESSEE


CE

LL B

DR

2N

D

R16

EL. 497.77

2+24.00

54.6’

3.8’

B-R4-1

B-R4-2

44.1’

13.6’





BR1-2

54.5’

1.0’



XXXXXXXXXX



XXXXXXXXXX

STATION LIMITS

FRICTION

OF SLIDING

COEFFICIENT

(psf)

RESISTANCE

NOMINAL BEARING

STATION LIMITS

FRICTION

OF SLIDING

COEFFICIENT

(psf)

RESISTANCE

NOMINAL BEARING

REQUIREMENT

BEARING CONDITION

(REINFORCED ZONE)

FOUNDATION

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

70.3’

24.5’



B-1

LEGEND


COHESION

(PCF)

UNIT WEIGHT

(DEGREES)

ANGLE

FRICTION

XXX PCFXX DEGREES XXXX PSF


0+00 TO 0+00

REQUIREMENT

BEARING CONDITION

FOUNDATION

521+00 TO 523+00 COMPETENT ROCK

521+00 TO 523+00

CU

RV

E

DC

UR

WA

LL4002

PI 0

+93.86

N 657,282.5987

E 1,773,373.5529

R 25.00

L 38.62

T 24.36

SE 0.000

FT/

FT

DE

SI

GN

SP

EE

D 00

MP

H

TR

AN

S.

LE

NG

TH 000

0

PC 0

+69.5

0

PT 1+08.1

2

c

c

cA

c

CU

RV

E

DC

UR

WA

LL3008

PI 7

+89.02

N 657,138.6882

E 1,773,541.3571

R 30.00

L 48.25

T 31.14

SE 0.000

FT/

FT

DE

SI

GN

SP

EE

D 00

MP

H

TR

AN

S.

LE

NG

TH 000

A

BC

D

E

CU

RV

E

DC

UR

WA

LL3008

PI 7

+89.02

N 657,138.6882

E 1,773,541.3571

R 30.00

L 48.25

T 31.14

SE 0.000

FT/

FT

DE

SI

GN

SP

EE

D 00

MP

H

TR

AN

S.

LE

NG

TH 000

c

c

c cc c

EL. 500.96

0+75.00

EL. 498.96

0+90.00

EL. 498.58

1+52.00

EL. 497.77

2+24.00

EL. 497.77

3+54.00E

L. 502.96

0+50.00

EL. 516.24

VPI 0

+89.95

c

EL. 516.24

VPI 2

+98.89

c

EL. 507.65

VPI 0

+50.00

BE

GI

N

RE

T.

WA

LL

NO. 4

c

RET. WALL

BOTTOM OF

RET. WALL

TOP OF

AT FACE OF WALL

PROP. GROUND LINE

AT FACE OF WALL

EXIST. GROUND

c

EL. 500.71

VPI 3

+54.00

EN

D

RE

T.

WA

LL

NO. 4

C:\Users\JJ09166\D


Wall D


eo

Found

RW

-R

17-R-4

B---R

4-Pro.sht

4/24/2020 4:13:12 P

M

SN

AP

PT

SN

AP

PT

SN

AP

PT

SN

AP

PT

SHEET

NO.

SEALED BY

TRANSPORTATION

DEPARTMENT OF

STATE OF TENNESSEE


CE

LL B

DR

2N

D

UNOFFICIAL

SET

NOT FOR

BIDDING

2020 NH-I-40-5(146) R17CONST.

TOPSOIL

B MATERIAL)

LIMESTONE (TYPE

LEGEND

QTYS. SHEET.




A MATERIAL)

CLAY (TYPE

(TYPE D MATERIAL)

WEATHERED LIMESTONE


540

530

B.T.

B.T.

520

500

510

540

530

520

500

510

81’ LT.

522+83

B-R4-1

104’ LT.

520+87

B-R4-2

490 490

480 480

ELEVATION

ROCK

DEPTH

TOTAL

NO.


ELEVATION

GROUND

B-R4-1 538.6’ 534.8’ 54.6’

B-R4-2 520+87 525.6’ 512.0’ 44.1’



NOTE:

LT 104’

522+83 LT 81’

(TYPE A MATERIAL)

WITH CLAY

BOULDERS \ COBBLES

753+00 526.1’ 525.1’ 54.5’



NOTE:

ELEVATION

ROCK

DEPTH

TOTAL

NO.


ELEVATION

GROUND

520

500

480

530

510

490

470

B.T.

520

500

480

530

510

490

470

B-BR1-2 LT 31’

PROFILE

BORING

GEOTECHNICAL

(R-4B)

LT 31’

753+00

B-BR1-2

050’ 25’ 50’ 75’ 100’

SCALE: 1"=50’



VERT. 1" = 5’


PROFILE VIEW OF

BEARING LENGTH

0+00.00

WALL STA.

A

B

A

CODE LOCATION EN

-

FROM-TO


1+22.69

1773216.0129658583.0227

658572.0841

42.00 RT.

1773338.2176

B 122.69

C

D

E

F

3+23.03

5+23.37

5+70.77

6+18.17

658554.2159

658550.0821

658549.1045

658548.8965

1773537.8389

1773738.2157

1773785.6020

1773832.9979

-

-

-

-

B C

D

E

F

C

E

200.42

200.42

47.40

47.40

CD ROAD

CD ROAD

CD ROAD

CD ROAD

CD ROAD

CD ROAD

CD ROAD STA. CD ROAD OFFSET

2032+60.40

2033+83.09

2035+81.99

2037+80.89

2038+27.95

2038+75.00

42.00 RT.

42.00 RT.

42.00 RT.

42.00 RT.

42.00 RT.

D

WALL P.I. STATION.1

1

1


51" S.S. HALF M.B.

N

FACE OF WALL

BASELINE OF WALL


NOT TO SCALE

c

PR

ES.

R.

O.

W.

EX.

EO

P

EX.

EO

P

EX.

EO

P

EX.

EO

P

475

480

485

490

500

495

470

505

510

515

525

530

535

520

0+00 3+00 4+001+00 2+00 5+00

475

480

485

490

500

495

470

505

510

515

525

530

535

520

DESCRIPTION

ITEM NO.

QUANTITY


9,883

604-07.05

S.F.

(WALL NO. 5)

WALL

RETAINING

348

711-05.72

L.F.

STD-SSMB-3

BARRIER WALL

HALF CONC.

51" SNGL SLP

LAYOUT

GEOMETRIC

(R-5A)

RETAINING WALL

CURVE C-RET.WALL 5

PI 3+23.11

N 658,554.2159

E 1,773,537.8389

R 5,837.00

L 400.68

T 200.42

PC 1+22.69

PCC 5+23.37

CURVE E-RET.WALL 5

PI 5+70.77

N 658,549.1045

E 1,773,785.6020

R 5,837.00L 94.79

T 47.40

PCC 5+23.37

PT 6+18.17

RAMP B

RA

MP B

B

NB. S.R. 2

55

S.R. 2

55

SB. S.R. 2

55

RAMP C

OFF. 92.00’ LT.

STA.767+37.00 S.R.255;

STA.254+81.03 RAMP BB =

OFF.92.00’ RT.

STA.766+41.22 S.R.255;

STA.300+00.00 RAMP C =

765

810

910

400

2035

OFF.64.00’ LT

STA.768+72.00 S.R.255;

STA.400+00.00 RAMP D= S.R.255 (DAVIDSON COUNTY) STA. 767+00.55

END PROJECT NO. NH-I-40-5(146) (R.O.W.)

E 1773490.6604

N 658602.5335

1075

255 BRIDGE

NB S.R.

255 BRIDGE

SB S.R.

ARE APPROXIMATE


2’MIN

2’MIN

RET. WALL

BOTTOM OF

RET. WALL

TOP OF

MEDIAN BARRIER

TOP OF 51" HALF

cc

c

cc

c

c c

cc

c

cc

c

c

c

c

c

c

c

cBARRIER WALL

51" HALF MEDIAN

AT FACE OF

PROP. F.G.

AT FACE OF WALL

EXIST. GROUND

TOP OF WALL

BOTTOM OF WALL

MEDIAN BARRIER

51" S.S HALF

1-40 EASTBOUND

CD

RO

AD

FG


CDROAD

2035+00.00

2032+60.40/42.00 RT.CD ROAD

HALF 51" M.B. BEGIN WALL NO.5 & 2037+32.86/42.00 RT.

CD ROAD HALF 51" M.B.

END WALL NO.5 &

EXCAVATION LIMIT

70.3’

24.5’



B-1

LEGEND

RAMP C

NH-I-40-5(146) 2020

UNOFFICIAL

SET

NOT FOR

BIDDING

CONST.

C:\Users\JJ09166\D


Wall D


eo

Found

RW

-R

18-R-5.sht

4/24/2020 4:13:13 P

M

SN

AP

PT

SN

AP

PT

SN

AP

PT

SN

AP

PT

SHEET

NO.

SEALED BY

TRANSPORTATION

DEPARTMENT OF

STATE OF TENNESSEE


CE

LL B

DR

2N

D

R18

B-R5-2

20.1’

15.1’

B-R5-3

39.9’

23.0’

B-R5-4

44.2’

39.2’

B-R5-6

15.2’

14.8’

XXXXXXXXXX



XXXXXXXXXX

REQUIREMENT

BEARING CONDITION

FOUNDATION

STATION LIMITS

FRICTION

OF SLIDING

COEFFICIENT

(psf)

RESISTANCE

NOMINAL BEARING



CD-11

2.0’


45.1’

30.1’

BR2-7

49.7’

32.7’BR2-1

INTERVAL

ELEVATION

TOP OF GROUND

TOP OF WALL TO


COHESION

(PCF)

UNIT WEIGHT

(DEGREES)

ANGLE

FRICTION



0+00 TO 0+00

2034+00 TO 2037+00 PILE FOUNDATION REQUIRED

2032+20.0

0

EL. 505.25

VPI 1

+25.00

BE

GI

N

RE

T.

WA

LL

NO. 5

EL. 517.12

VPI 1

+51.43

EL. 498.39

1+25.00

EL. 495.47

VPI 4

+75.00

EN

D

RE

T.

WA

LL

NO. 5

EL. 514.51

VPI 3

+13.62

EL. 514.51

VPI 4

+30.87

EL. 494.39

1+65.00

EL. 492.39

2+00.00

EL. 490.39

2+55.00

EL. 488.39

3+15.00

EL. 486.39

3+60.00

EL. 484.39

4+10.00

EL. 484.39

4+75.00

EL. 496.39

1+35.00

EL. 517.12

VPI 2

+72.00

C:\Users\JJ09166\D


Wall D


eo

Found

RW

-R

19-R-5

B-Pro--R

5-bh-.sht

4/24/2020 4:13:13 P

M

SN

AP

PT

SN

AP

PT

SN

AP

PT

SN

AP

PT

SHEET

NO.

SEALED BY

TRANSPORTATION

DEPARTMENT OF

STATE OF TENNESSEE


CE

LL B

DR

2N

D

UNOFFICIAL

SET

NOT FOR

BIDDING

2020 NH-I-40-5(146) R19

REF.= AUGER REFUSAL

CONST.

TOPSOIL

B MATERIAL)

LIMESTONE (TYPE

LEGEND

QTYS. SHEET.




A MATERIAL)

CLAY (TYPE

(TYPE D MATERIAL)

WEATHERED LIMESTONE

B.T.

B.T.

B.T.

13’ RT.

2035+21

B-R5-2

11’ RT.

2035+82

B-R5-3

15’ RT.

2037+19

B-R5-4

480

500

490

470

480

500

490

470

460

450

460

450


(TYPE A MATERIAL)

GRAVEL CLAY

ELEVATION

ROCK

DEPTH

TOTAL

NO.


ELEVATION

GROUND

B-R5-2 RT 13’ 502.6’ 487.5’ 20.1’

B-R5-3 RT 11’ 500.3’ 477.3’ 39.9’

B-R5-4 RT 15’ 497.3’ 458.1’ 44.2’

2035+21

2035+82

2037+19



NOTE:

B-R5-6 RT 11’ 505.0’ 490.2’ 15.2’2034+30

11’ RT.

2034+30

B-R5-6

(TYPE A MATERIAL)

WITH CLAY

BOULDERS \ COBBLES

ELEVATION

ROCK

DEPTH

TOTAL

NO.


ELEVATION

GROUND



NOTE:

RT 5’ 500.0’ 467.3’ 49.7’910+50

ELEVATION

ROCK

DEPTH

TOTAL

NO.


ELEVATION

GROUND



NOTE:

492.0’ 490.0’

495

485

55’ RT.

2034+95

CD-11

REF.

495

485

CD-11 2034+95 RT 55’ 2.0’

B.T.

500

480

460

510

490

470

450

500

480

460

510

490

470

450

RT 14’ 505.0’ 474.9’ 45.1’811+38

B.T.

REF.

PROFILE

BORING

GEOTECHNICAL

(R-5B)

510510RT 14’

811+38

B-BR2-1

RT 5’

910+50

B-BR2-7

B-BR2-7

B-BR2-1

050’ 25’ 50’ 75’ 100’

SCALE: 1"=50’


WALL P.I. STATION.SCALE: HORZ. 1" = 50’

VERT. 1" = 5’


PROFILE VIEW OF

480

485

490

495

505

500

510

515

520

530

535

540

525

480

485

490

495

505

500

510

515

520

530

535

540

525

0+00 3+00 4+001+00 2+00 5+00 6+00

1

1

BEARING LENGTH

0+00.00

WALL STA.

A

B

A

CODE LOCATION EN

-

FROM-TO


2+28.03

1773112.8993658810.6848

658786.8094

95.56 LT.

1773339.6738

B 228.03

C

D

E

2+45.72

4+31.83

6+17.94

658785.2320

658798.6336

658764.3375

1773357.2965

1773542.7315

1773728.8583

-

-

-

B C

D

E

C

17.69

186.18

186.18

I-40 STA. I-40 OFFSET

1070+22.00

1072+50.00

1072+67.69

1074+56.85

1076+46.00

92.00 LT.

92.00 LT.

92.00 LT.

D

I-40

I-40

I-40

I-40

I-40

1

OFF. 93.61’ LT.I-40 STA. 1071+46.98BEGIN WALL NO.6


OFF. 92.00’ LT.I-40 STA. 1075+14.95END WALL NO.6

FACE OF WALL

BASELINE OF WALL


NOT TO SCALE

92.00 LT.

EX.

EO

P

EX.

EO

P

EX.

EO

P

N

DESCRIPTION

ITEM NO.

QUANTITY


8,810

604-07.06

S.F.

(WALL NO. 6)

WALL

RETAINING

LAYOUT

GEOMETRIC

(R-6A)

RETAINING WALL

CURVE D-RET.WALL 6

PI 4+31.90

N 658,768.6336

E 1,773,542.7315

R 5,623.00

L 372.22

T 186.18

PC 2+45.72

PT 6+17.94

NB. S.R. 255

S.R. 2

55

SB. S.R. 255

RA

MP D

RA

MP E

E

2035

10701075

815

400

915

770

555

S.R.255 (DAVIDSON COUNTY) STA. 767+00.55

END PROJECT NO. NH-I-40-5(146) (R.O.W.)

E 1773490.6604

N 658602.5335

OFF.94.33’ RT

STA.769+40.12 S.R.255;

STA.555+88.30 RAMP EE=

STA.400+00.00 RAMP D=

OFF.64.00’ LT

STA.768+72.00 S.R.255;

BRIDGE

NB S.R. 255

BRIDGE

SB S.R. 255

ARE APPROXIMATE


c c

c

c

c

c

c

c

c

c

ccc

c

c

c c

cc

AT FACE OF WALL

PROP. GROUND LINE

AT FACE OF WALL

EXIST. GROUND

2’MIN

2’MIN

BOTTOM OF WALL

TOP OF WALL

1-40 WESTBOUND 1-40 EASTBOUND


CDROAD

2033+50.00

EXCAVATION LIMIT


OFF. 92.00’ LT.I-40 STA. 1075+14.95END WALL NO.6


70.3’

24.5’



B-1

LEGEND

NH-I-40-5(146) 2020

UNOFFICIAL

SET

NOT FOR

BIDDING

CONST.

C:\Users\JJ09166\D


Wall D


eo

Found

RW

-R

20-R-6.sht

4/24/2020 4:13:14 P

M

SN

AP

PT

SN

AP

PT

SN

AP

PT

SN

AP

PT

SHEET

NO.

SEALED BY

TRANSPORTATION

DEPARTMENT OF

STATE OF TENNESSEE


CE

LL B

DR

2N

D

R20

B-R6-2

24.5’

1.7’ B-R6-3

34.9’

9.9’

B-R6-4

21.8’

B-R6-5

34.7’

21.4’B-R6-6

29.5’

21.5’

XXXXXXXXXX



XXXXXXXXXX

STATION LIMITS

FRICTION

OF SLIDING

COEFFICIENT

(psf)

RESISTANCE

NOMINAL BEARING




BR2-12

49.7’

30.7’

BR2-6

24.7’

1.3’

INTERVAL

ELEVATION

TOP OF GROUND

TOP OF WALL TO


COHESION

(PCF)

UNIT WEIGHT

(DEGREES)

ANGLE

FRICTION



0+00 TO 0+00

B-R6-1

4.0’

2032+50 TO 2036+00

REQUIREMENT

BEARING CONDITION

FOUNDATION

PILE FOUNDATION REQUIRED

EXIST. JERSEY BARRIER WALL

ST

A. 2037+78.7

4

EN

D C

LASS A-1 RIP

RAP

(SO

D)

(SOD)

EL. 509.85

VPI 0

+80.00

BE

GI

N

RE

T.

WA

LL

NO. 6

EL. 497.66

VPI 4

+89.00

EN

D

RE

T.

WA

LL

NO. 6

EL. 521.75

VPI 1

+35.78

EL. 518.06

VPI 4

+47.36

EL. 503.76

0+95.00

EL. 499.76

2+10.00

EL. 497.76

2+75.00

EL. 495.76

3+00.00

EL. 493.76

4+20.00

EL. 493.76

4+89.00

EL. 501.76

1+55.00

EL. 505.76

0+80.00

EL. 518.06

VPI 3

+31.30

EL. 521.75

VPI 2

+89.00

C:\Users\JJ09166\D


Wall D


eo

Found

RW

-R

21-R-6

B-Pro--R

6-bh.sht

4/24/2020 4:13:14 P

M

SN

AP

PT

SN

AP

PT

SN

AP

PT

SN

AP

PT

SHEET

NO.

SEALED BY

TRANSPORTATION

DEPARTMENT OF

STATE OF TENNESSEE


CE

LL B

DR

2N

D

UNOFFICIAL

SET

NOT FOR

BIDDING

R21 NH-I-40-5(146) 2020CONST.

ELEVATION

ROCK

DEPTH

TOTAL

NO.


ELEVATION

GROUND



NOTE:

B-R6-1 506.7’ 502.7’

B-R6-2 LT 96’ 504.6’ 502.9’ 24.5’

B-R6-5 LT 96’ 497.1’ 475.7’ 34.7’

B-R6-6 LT 96’ 495.8’ 474.3’ 29.5’

LT 95’ 499.3’ 489.4 34.9’

B-R6-4 LT 92’ 497.6’ 475.8’ 21.8’

1071+47 4.0’

1072+05

1073+64B-R6-3

1074+49

1074+70

1075+15


QTYS. SHEET.




TOPSOIL

A MATERIAL)

CLAY (TYPE

B MATERIAL)

LIMESTONE (TYPE

LEGEND

LT 87’

ASHALT

GRAVEL

(TYPE A MATERIAL)

WITH CLAY

BOULDERS \ COBBLES

480

500

510

480

500

510

490 490

B.T.

B.T.B.T.

460

470

460

470

87’ LT.

1071+47

B-R6-1

96’ LT.

1072+05

B-R6-2

95’ LT.

1073+64

B-R6-3

96’ LT.

1074+70

B-R6-5

96’ LT.

1075+15

B-R6-6

450 450

REF.

REF.

92’ LT.

1074+49

B-R6-4ELEVATION

ROCK

DEPTH

TOTAL

NO.


ELEVATION

GROUND

RT 31’



NOTE:

813+36 502.8’ 493.1’ 24.7’

912+53 LT 13’ 498.4’ 467.7’ 49.7’

B.T.

500

480

460

510

490

470

450

B.T.

500

480

460

510

490

470

450

RT 31’

813+36

B-BR2-6

LT 13’

912+53

B-BR2-12

B-BR2-6

B-BR2-12

(TYPE D MATERIAL)

WEATHERED LIMESTONE

REF.

REF.= AUGER REFUSAL

PROFILE

BORING

GEOTECHNICAL

(R-6B)

050’ 25’ 50’ 75’ 100’

SCALE: 1"=50’


VERT. 1" = 5’

0+00 3+00 4+001+00 2+00

NOT TO SCALE

ARE APPROXIMATE


515

520

525

530

535

540

545

550

555

560

565

570

575

580

515

520

525

530

535

540

545

550

555

560

565

570

575

580

DESCRIPTION

ITEM NO.

QUANTITY 4,990

604-07.07 711-05.72

L.F.

STD-SSMB-3

BARRIER WALL

HALF CONC.

51" SNGL SLP

301

51" S.S. HALF M.B.

OFF. 28.00’ RT.

STA. 700+51.89

TIE TO BARRIER WALL

SR255701+00.00

c6:1

c

PR

ES.

R.

O.

W.

PR

ES.

R.

O.

W.

MEDIAN BARRIER

51" S.S HALF

FACE OF WALL

BASELINE OF WALL

TOP OF WALL

BOTTOM OF WALL

2’MIN

2’MIN

N


S.

R. 255

FG

PLAN VIEW OF ROCKFALL WALL NO. 1

ESTIMATED QUANTITIES FOR ROCKFALL WALL NO.1

ROCKFALL WALL NO. 1

ROCKFALL WALL NO. 1

PROFILE VIEW OF

TYPICAL CUT SECTION ROCKFALL WALL NO. 1 DETAILS

WALL P.I. STATION.

1

1

BEARING LENGTH

0+00.00

WALL STA.

A

B

A

CODE LOCATION EN

-

ROAD OFFSET FROM-TO

0+85.62

1772065.3295652186.1888

652269.8761

39.20 RT.

31.00 RT.

ROAD STA.

1772083.4143

B 85.62

1+30.26 C 652312.6286 1772096.2769 31.00 RT.

B C- 44.65

D

E

1+74.89

3+87.09

652355.9274

652560.6542

1772107.1599

1772162.9494

31.00 RT.

35.20 RT.

C- D

D- E

44.65

212.19

700+15.50

701+00.00

701+43.92

701+87.85

704+00.00

S.R. 255

S.R. 255

S.R. 255

S.R. 255

S.R. 255

PROPOSED ROCKFALL WALL 1 ALIGNMENT

OFF. 34.20’ RT.

STA. 703+50.00

WALL NO. 1

END ROCKFALLOFF. 39.20’ RT.

STA. 700+15.50

WALL NO. 1

BEGIN ROCKFALL

S.F.

(WALL NO. 1)

WALL

ROCKFALL

LAYOUT

GEOMETRIC

(RW-1)

ROCKFALL WALL

NH-I-40-5(146)

C:\Users\JJ09166\D


Wall D


eo

Found

RW

-R

22-R

W-1.sht

4/24/2020 4:13:15 P

M

SN

AP

PT

SN

AP

PT

SN

AP

PT

SN

AP

PT

SHEET

NO.

SEALED BY

TRANSPORTATION

DEPARTMENT OF

STATE OF TENNESSEE


CE

LL B

DR

2N

D

2020 R22

S.R. 255

700

STA.700+20.00 S.R.255

END MILL & OVERLAY / BEGIN CONST.

S.R. 255

705700

DP-1

15.7’

2.1’

DP-2

15.2’

0.9’

S.R. 255

UNOFFICIAL

SET

NOT FOR

BIDDING

CONST.



INTERVAL

ELEVATION

TOP OF GROUND

TOP OF WALL TO


COHESION

(PCF)

UNIT WEIGHT

(DEGREES)

ANGLE

FRICTION



0+00 TO 0+00

EL. 559.60

VPI 0

+86.00

cc

c

c c

c

c cc

c

c

c

c

EL. 558.74

VPI 2

+38.00

EL. 560.07

VPI 3

+13.00

EL. 550.18

VPI 2

+37.08

EL. 548.18

VPI 3

+00.00

EL. 546.18

VPI 2

+47.00

EL. 544.18

VPI 1

+96.00

EL. 542.18

VPI 1

+38.00

EL. 540.18

VPI 0

+79.00

EL. 539.58

VPI 0

+22.00

EL. 539.58

VPI 0

+04.53

EL. 560.63

VPI 0

+04.53

BE

GI

N

RO

CK

WA

LL

NO.1

EL. 559.76

VPI 3

+37.08

EN

D

RO

CK

WA

LL

NO.1

MEDIAN BARRIER

TOP OF 51" HALF

AT FACE OF WALL

EXIST. GROUND

BARRIER WALL

HALF MEDIAN

AT FACE OF 51"

PROP. F.G.

ROCKFALL

TOP OF

ROCKFALL

BOTTOM OF

UNOFFICIAL

SET

NOT FOR

BIDDING

565

555

545

535

5’ RT.

704+50

DP-2

40’ RT.

703+00

DP-1

B.T.

B.T.

555

545

535

565

2020 NH-I-40-5(146)

C:\Users\JJ09166\D


Wall D


eo

Found

RW

-R

23-R

W-1

B-Pro.sht

4/24/2020 4:13:15 P

M

SN

AP

PT

SN

AP

PT

SN

AP

PT

SN

AP

PT

SHEET

NO.

SEALED BY

TRANSPORTATION

DEPARTMENT OF

STATE OF TENNESSEE


CE

LL B

DR

2N

D

R23

QTYS. SHEET.




TOPSOIL

(TYPE A MATERIAL)


A MATERIAL)

CLAY (TYPE

(TYPE D MATERIAL)

WEATHERED LIMESTONE

B MATERIAL)

LIMESTONE (TYPE

LEGEND


ELEVATION

ROCK

DEPTH

TOTAL

NO.


ELEVATION

GROUND



NOTE:

DP-1

DP-2

703+00 RT 40’ 559.2’ 557.1’ 15.7’

704+50 RT 5’ 561.2’ 560.5’ 15.2’

CONST.

PROFILE

BORING

GEOTECHNICAL

(RW-1B)

050’ 25’ 50’ 75’ 100’

SCALE: 1"=50’


VERT. 1" = 5’

0+00 3+001+00 2+00

NOT TO SCALE

ARE APPROXIMATE


515

520

525

530

535

540

545

550

555

560

565

570

575

580

WALL P.I. STATION.

1

1

BEARING LENGTH

0+00.00

WALL STA.

A

B

A

CODE LOCATION EN

-

ROAD OFFSET FROM-TO

2+38.67

1771659.1062658725.3942

658704.1155

39.00 RT.

39.00 RT.

ROAD STA.

1771896.8299

B 238.67

2+88.58 C 1771946.5246 39.11 RT.

B C- 49.90

D

E

3+23.29

3+58.00

658696.2371

658692.2862

1771981.0777

1772015.5645

39.49 RT.

40.20 RT.

C- D

D - E

34.71

34.71

2016+97.00

2019+35.67

2019+85.58

2020+20.29

2020+54.99

515

520

525

530

535

540

545

550

555

560

565

570

575

580

1

CD ROAD

CD ROAD

CD ROAD

CD ROAD

CD ROAD

58699.55816

CDROAD

2017+50.00

cEX.

EO

P

MEDIAN BARRIER

51" S.S HALF

BOTTOM OF WALL

2’MIN

FACE OF WALL

BASELINE OF WALL

TOP OF WALL

51" S.S. HALF M.B.

2’MIN

N


CD

RO

AD

FG

R24

OFF. 39.00’ RT.

STA. 2017+47.00

WALL NO. 2

BEGIN ROCK FALL

OFF. 39.29’ RT.

STA. 2020+05.00

WALL NO. 2

END ROCK FALL

PLAN VIEW OF ROCKFALL WALL NO. 2

PROPOSED ROCKFALL WALL 2 ALIGNMENT

TYPICAL CUT SECTION ROCKFALL WALL NO. 2 DETAILS

ROCKFALL WALL NO. 2

PROFILE VIEW OF

LAYOUT

GEOMETRIC

(RW-2)

ROCKFALL WALL

DESCRIPTION

ITEM NO.

QUANTITY

ESTIMATED QUANTITIES FOR ROCKFALL WALL NO.2

4,773

604-07.08

S.F.

(WALL NO. 2)

WALL

ROCKFALL

711-05.72

L.F.

STD-SSMB-3

BARRIER WALL

HALF CONC.

51" SNGL SLP

325

20202015

RAMP D

415420

1055 1060

ROCK FALL WALL 2

OFF. 39.00’ RT.

STA. 2017+47.00

WALL NO. 2

BEGIN ROCK FALL

OFF. 39.29’ RT.

STA. 2020+05.00

WALL NO. 2

END ROCK FALL

RAMP B

CD ROAD

I-40

RAMP D

NH-I-40-5(146) 2020

CD-25

CD-8

35.8’

0.9’

CD-24

20.2’

0.3’

30.5’

1.5’

1055

200

OL

D D

ON

ELS

ON PIK

E S

B.

OL

D D

ON

ELS

ON PIK

E N

B. 20

415420

20152020

RAMP B

RAMP D

UNOFFICIAL

SET

NOT FOR

BIDDING

C:\Users\JJ09166\D


Wall D


eo

Found

RW

-R

24-R

W-2.sht

4/24/2020 4:13:16 P

M

SN

AP

PT

SN

AP

PT

SN

AP

PT

SN

AP

PT

SHEET

NO.

SEALED BY

TRANSPORTATION

DEPARTMENT OF

STATE OF TENNESSEE


CE

LL B

DR

2N

D

CONST.

INTERVAL

ELEVATION

TOP OF GROUND

TOP OF WALL TO


COHESION

(PCF)

UNIT WEIGHT

(DEGREES)

ANGLE

FRICTION



0+00 TO 0+00



OL

D D

ON

ELS

ON PIK

E N

B.

ID#19I00400127

TO

RE

MAI

N2

SP

AN

GI

RD

ER

c

c c

cc

EL. 553.67

VPI 0

+25.00

BE

GI

N

RO

CK

WA

LL

NO.2

EL. 555.03

VPI 0

+58.13

EL. 535.44

VPI 0

+84.42

EL. 535.44

VPI 3

+03.00

EL. 555.03

VPI 1

+87.21

EN

D

RO

CK

WA

LL

NO.2

AT FACE OF WALL

EXIST. GROUND

ROCKFALL

TOP OF

ROCKFALL

BOTTOM OF

C:\Users\JJ09166\D


Wall D


eo

Found

RW

-R

25-R

W-2

B-Pro.sht

4/24/2020 4:13:16 P

M

SN

AP

PT

SN

AP

PT

SN

AP

PT

SN

AP

PT

SHEET

NO.

SEALED BY

TRANSPORTATION

DEPARTMENT OF

STATE OF TENNESSEE


CE

LL B

DR

2N

D

UNOFFICIAL

SET

NOT FOR

BIDDING

NH-I-40-5(146) 2020

560

550

540

530

520

500

510

560

550

540

530

520

500

510

490 490

TOPSOIL

B MATERIAL)

LIMESTONE (TYPE

LEGEND

QTYS. SHEET.




A MATERIAL)

CLAY (TYPE

(TYPE D MATERIAL)

WEATHERED LIMESTONE


R25

35’ RT.

2017+75

CD-24

40’ RT.

2019+00

CD-25

B.T.

B.T.

B.T.

110’ RT.

2017+00

CD-8

ELEVATION

ROCK

DEPTH

TOTAL

NO.


ELEVATION

GROUND



NOTE:

CD-8

CD-24

CD-25

2017+00 RT 110’ 558.9’ 558.0’ 35.8’

2017+75 RT 35’ 538.3’ 538.0’ 20.2’

2019+00 RT 40’ 538.1’ 536.6’ 30.5’

CONST.

PROFILE

BORING

GEOTECHNICAL

(RW-2B)

NH-I-40-5(146)

C:\Users\JJ09166\D


Wall D


eo

Found

RW

-R

26-S

KA

KE O

UT-P

OIN

T IN

FO.sht

4/24/2020 4:13:17 P

M

SN

AP

PT

SN

AP

PT

SN

AP

PT

SN

AP

PT

SHEET

NO.

SEALED BY

TRANSPORTATION

DEPARTMENT OF

STATE OF TENNESSEE


CE

LL B

DR

2N

D

2020

UNOFFICIAL

SET

NOT FOR

BIDDING

CONST.

N E REFERENCE

CENTERLINE

STATION

RET. WALL

BASE LINE

STATION ELEVATION

RET. WALL

TOP

OFFSETBASE LINE

RAMP

LOCATIONELEVATION

RET. WALL

BOTTOM

10+50.00 115+00.00 659042.4021 1770611.7862 532.50 518.0416.83 RT.

NOISE BARRIER WALL NO.1 LOCATION STAKE-OUT POINTS

RAMP A

11+00.00

11+50.00

532.50 516.62

531.00 515.25

659046.6179 1770561.9642

659050.8336 1770512.1423

12+00.00

12+50.00

659055.2346

659059.6923

1770462.3365

1770412.5356

529.50

528.00

513.84

512.40

13+00.00

13+50.00

14+00.00

14+50.00

15+00.00

659064.1500

659068.6077

659073.0654

659077.5231

659081.9808

1770362.7347

1770312.9338

1770263.1329

1770213.3320

1770163.5311

526.50

525.00

524.20

523.40

510.93

509.41

507.86

506.31

RAMP A

RAMP A

RAMP A

RAMP A

RAMP A

RAMP A

RAMP A

RAMP A

RAMP A

115+50.17

116+00.24

116+50.25

117+00.25

117+50.25

118+00.25

118+50.25

119+00.25

119+50.25

17.04 RT.

16.89 RT.

16.83 RT.

16.83 RT.

16.83 RT.

16.83 RT.

16.83 RT.

16.83 RT.

16.83 RT. 522.60 504.76

15+00.00 119+50.25 659081.9808 1770163.5311 522.60 504.7616.83 RT.RAMP A

15+50.00

16+00.00

521.80 503.28

521.00 501.87

659086.3336 1770113.7223

659089.3666 1770063.8144

16+50.00

17+00.00

659092.3997

659095.4327

1770013.9065

1769963.9986

520.20

519.40

500.42

499.07

17+50.00

18+00.00

18+50.23

19+53.39

20+30.00

659098.4657

659101.4987

659104.5456

659159.6375

659166.4861

1769914.0906

1769864.1827

1769814.0452

1769726.8235

1769650.5245

518.60

517.80

517.00

518.00

497.74

496.36

494.97

504.05

2+65.79

519.00

519.00

511.60

511.80659178.6260 1769515.2755

RAMP A

RAMP A

RAMP A

RAMP A

RAMP A

RAMP A

RAMP A

I-40

I-40

I-40

119+99.77

120+49.77

120+99.77

121+49.77

121+99.77

122+49.77

123+00.00

1036+18.30

1035+41.69

1034+05.90

141.24 LT.

141.26 LT.

141.30 LT.

16.83 RT.

16.83 RT.

16.83 RT.

16.83 RT.

16.83 RT.

16.83 RT.

16.83 RT.

R26

5+00.00 116+53.94 659082.6254 1770461.0834 508.61 502.1244.00 RT.RAMP A

RAMP A

RAMP A

6+50.00

7+00.00

505.27 500.48

502.59 496.48

659095.9985 1770311.6807

659100.4562 1770261.8799

44.00 RT.

44.00 RT.

RAMP A

RAMP A

10+50.00

10+97.48

659125.5486

659124.6402

1769912.8261

1769865.3500

43.79 RT.

40.00 RT.

492.56

492.32

481.49

485.49

118+03.94

118+53.94

122+02.94

122+50.00

N E REFERENCE

CENTERLINE

STATION

RET. WALL

BASE LINE

STATION ELEVATION

RET. WALL

TOP

OFFSETBASE LINE

RAMP

LOCATIONELEVATION

RET. WALL

BOTTOM

113+51.25

114+52.64

0+50.00 112+00.00 659045.4315 1770909.5427 526.97 519.5727.00 RT.


RAMP A

RAMP A

RAMP A

2+00.00

3+00.00

518.74 501.91

514.51 500.99

659057.7052 1770760.0457

659065.9294 1770660.3845

39.57 RT.

43.59 RT.

N E REFERENCE

CENTERLINE

STATION

RET. WALL

BASE LINE

STATION ELEVATION

RET. WALL

TOP

OFFSETBASE LINE

RAMP

LOCATIONELEVATION

RET. WALL

BOTTOM

0+28.90 658456.3968 1770092.8680 510.96 507.7615.00 RT.


0+95.00

3+65.00

517.29

519.62

658521.7794 1770102.0380

658745.3047 1770243.9234

15.00 RT.

15.00 RT.

4+47.96 658789.1207 1770314.1884 15.00 RT. 511.48 507.35

TERMINAL DRIVE RAMP

TERMINAL DRIVE RAMP

TERMINAL DRIVE RAMP

TERMINAL DRIVE RAMP

507.76

507.76

43+05.00

43+73.61

46+53.89

47+40.00

N E REFERENCE

CENTERLINE

STATION

RET. WALL

BASE LINE

STATION ELEVATION

RET. WALL

TOP

OFFSETLOCATION

ELEVATION

RET. WALL

BOTTOM

0+11.98 656620.6390 1773174.7944 537.12 528.2627.00 LT.


2+50.00 531.70656836.3550 1773240.0200

BASE LINE

518.26

577+25.00

574+86.01 27.00 LT.

RAMP F

RAMP F

RAMP

4+00.00 656978.3776 177328.0136 528.94 512.2633.91 LT.

4+25.00

5+75.00

528.34

523.89

657002.3238 1773294.1140

657147.2983 1773331.8525

6+25.00 657155.4560 1773378.1945 530.41 500.26

502.26

6+33.00

6+33.00

7+48.00

7+48.00

7+50.00

8+00.00

8+25.00

9+11.36

657154.6381

657142.8818

657142.6774

657113.9566

657089.1794

657000.9591

1773386.1526

1773500.5501

1773502.5397

1773537.2466

1773534.2245

1773516.5417

522.56

522.56

530.96

530.96

520.23

518.29

511.60

500.26

501.88

501.88

503.88

512.26

530.41

E-W ROAD

573+37.75

573+12.93

520+58.96

521+04.23

521+12.23

521+12.23

522+27.23

617+63.29

618+56.88

522+29.23

618+82.84

522+27.23

35.00 LT.

58.85 RT.

46.00 RT.

46.00 RT.

46.00 RT.

46.00 RT.

46.00 RT.

46.00 RT.

44.61 LT.

44.00 LT.

44.00 LT.

500.26

500.26

500.26

500.26

657154.6381 1773386.1526

657142.8818 1773500.5501

RAMP F

RAMP F

RAMP G

RAMP G

RAMP G

E-W ROAD

E-W ROAD

E-W ROAD

E-W ROAD

E-W ROAD

E-W ROAD

RAMP G 9+82.00 509.72 505.88616+93.61 44.00 LT.1773498.7343656936.3796

N E REFERENCE

CENTERLINE

STATION

RET. WALL

BASE LINE

STATION ELEVATION

RET. WALL

TOP

OFFSETLOCATION

ELEVATION

RET. WALL

BOTTOM

0+50.00 657326.3320 1773376.9039 507.65 502.96123.85 LT.


1+25.00

1+45.00

523.79

523.79

657278.3831 1773414.5737

657276.3386 1773434.4689

1+45.00 519.24 498.96

498.96

2+61.00

2+61.00

2+75.00

3+54.00

657264.4800

657263.0488

1773549.8611

1773563.7878

522.96

522.96

500.71

BASE LINE

498.96

519.24

520+85.48

521+27.85

521+47.85

521+47.85

522+63.85

522+63.85

523+21.71

522+77.85

80.00 LT.

80.00 LT.

80.00 LT.

80.00 LT.

80.00 LT.

80.00 LT.

80.00 LT.

497.77

497.77

497.77

497.77657254.9727 1773642.3739

ROAD

657276.3386 1773434.4689

657264.4800 1773549.8611

E-W ROAD

E-W ROAD

E-W ROAD

E-W ROAD

E-W ROAD

E-W ROAD

E-W ROAD

E-W ROAD

N E REFERENCE

CENTERLINE

STATION

RET. WALL

BASE LINE

STATION ELEVATION

RET. WALL

TOP

OFFSETLOCATION

ELEVATION

RET. WALL

BOTTOM

1+25.00 658571.8789 1773340.5152 505.25 498.3942.00 RT.


1+74.00

1+82.00

527.26

527.26

658567.7346 1773389.3395

658567.0969 1773397.3140

1+82.00 658567.0969 1773397.3140 520.12 494.39

494.39

2+62.00

2+62.00

3+23.00

3+23.00

4+02.00

4+02.00

4+10.00

4+75.00

658561.3212

658561.3212

658557.6524

658557.6524

658553.8470

658553.8470

658553.5212

658551.2802

1773477.1046

1773477.1046

1773537.9939

1773537.9939

1773616.9016

1773616.9016

1773624.8950

1773689.8560

526.14

524.24

517.51

517.51

523.51

523.51

495.47

490.39

490.39

488.39

488.39

486.39

486.39

484.39

484.39

BASE LINE

494.39

520.12

CD ROAD

CD ROAD

CD ROAD

CD ROAD

CD ROAD

CD ROAD

CD ROAD

CD ROAD

CD ROAD

CD ROAD

CD ROAD

CD ROAD

CD ROAD

2033+85.38

2034+34.03

2034+41.97

2034+41.97

2035+21.40

2035+21.40

2035+81.96

2037+32.86

2036+68.33

2036+60.39

2036+60.39

2035+81.96

42.00 RT.

42.00 RT.

42.00 RT.

42.00 RT.

42.00 RT.

42.00 RT.

42.00 RT.

42.00 RT.

42.00 RT.

42.00 RT.

42.00 RT.

N E REFERENCE

CENTERLINE

STATION

RET. WALL

BASE LINE

STATION ELEVATION

RET. WALL

TOP

OFFSETLOCATION

ELEVATION

RET. WALL

BOTTOM

1+25.00 658797.5818 1773237.2107 507.67 503.7693.61 LT.


1+83.00 530.75

530.75

658791.5240 1773294.8934

1773302.8495

1+91.00 524.75 501.76

501.76

2+79.00

2+79.00

3+41.00

3+41.00

4+21.00

4+21.00

4+29.00

4+89.00

658782.3631

658777.5418

658772.3284

658771.8696

658768.7904

1773390.4515

1773452.2635

1773532.0928

1773540.0796

1773600.0002

527.37

521.06

521.06

527.06

527.06

497.66

497.76

497.76

495.76

495.76

493.76

493.76

493.76

493.76

BASE LINE

501.76

524.75

1071+46.98

1072+04.98

1072+12.98

1073+01.52

1075+14.95

1074+53.97

1074+45.84

1073+64.53

92.70 LT.

92.58 LT.

92.00 LT.

I-40

I-40

I-40

I-40

I-40

I-40

I-40

I-40

I-40

I-40

I-40

I-40

I-40

1+91.00

531.52

1072+12.98

1073+01.52

1073+64.53

1074+45.84

1773302.8495

1773390.4515

1773452.2635

1773532.0928

65870.6863

65870.6863

658782.3631

658777.5418

658772.3284

92.58 LT.

92.00 LT.

92.00 LT.

92.00 LT.

92.00 LT.

92.00 LT.

92.00 LT.

92.00 LT.

N E REFERENCE

CENTERLINE

STATION

BASE LINE

STATION OFFSETBASE LINELOCATION

0+04.53 652190.6166 1772066.2863 560.63 539.5838.74 RT.

0+86.00

2+38.00

559.60

558.74

652270.2409 1772083.5241

652416.8128 1772123.7516

31.00 RT.

32.25 RT.

3+13.00 652489.1741 1772143.4706 33.73 RT. 560.07 550.18

542.18

546.18

3+37.08 652512.4069 1772149.8017 34.21 RT. 559.76 550.18S.R. 255

S.R. 255

S.R. 255

S.R. 255

S.R. 255

ROCK WALL ROAD

ELEVATION

ROCK WALL

TOP

ELEVATION

ROCK WALL

BOTTOM

700+20.00

701+00.37

702+50.94

703+25.93

703+50.00

ROCKFALL WALL NO.1 LOCATION STAKE-OUT POINTS

N E REFERENCE

CENTERLINE

STATION

BASE LINE

STATION OFFSETBASE LINELOCATION

0+53.00 658720.6691 1771711.8952 554.69 536.1839.00 RT.

1+03.00

1+78.00

555.03

554.91

658716.2114 1771761.6961

658709.5248 1771836.3974

39.00 RT.

39.09 RT.2+78.00 658700.5240 1771935.9915

39.23 RT.

553.94

535.44

3+03.00 658698.1510 1771960.8785 553.55

ROCK WALL ROAD

ELEVATION

ROCK WALL

TOP

ELEVATION

ROCK WALL

BOTTOM

2017+50.00

2018+00.00

2018+75.00

2019+75.00

2020+00.00

CD ROAD

CD ROAD

CD ROAD

CD ROAD

CD ROAD

535.44

535.44

535.44

39.00 RT.

ROCKFALL WALL NO.2 LOCATION STAKE-OUT POINTS

SHEET LAYOUT

STAKE OUT TABLE

RETAINING WALL

STA. 751+62.00

BEGIN BRIDGE

STA. 753+09.00

END BRIDGE

STA. 521+82.97

a MNAA E-W RD.

STA. 752+17.82

a SURVEY

NO. 3

RET. WALL

NO. 4

RET. WALL

F.G. EL. 530.97

STA. 751+62.00

BEGIN BRIDGE

F.G. EL. 527.60

STA. 753+09.00

END BRIDGE

GROUNDLINE

EXISTING

APPROXIMATE

PEOPLE MOVER

a AUTOMATED

E-W RD.

a MNAA

GROUND LINE

PROPOSED

WALL NO. 3

RETAINING

PROPOSED

WALL NO. 4

RETAINING

PROPOSED

2

1 OF 1

PROJECT NO. YEAR SHEET NO.

CONST. NO.

REVISIONS

NO. DATE BY BRIEF DESCRIPTION

DESIGNED BY

DRAWN BY

SUPERVISED BY

CHECKED BY

DATE

DATE

DATE

DATE

2019

PIN NO. 116896.00

NH-I-40-5(146)

STATE OF TENNESSEE


BRIDGE NO. 1

D. McCRARY

03/2019

03/2019

2019

DAVIDSON COUNTY

STATION 752+17.82

BRIDGE ID. NO. 19SR2550013

MNAA EAST-WEST ROAD

OVER

(DONELSON PIKE)

STATE ROUTE 255

19008-1191-44

PLAN

8’-

0"

@ 12’-

0"

3

LA

NE

S

= 36’-

0"

SH

LD.

@ 12’-

0"

3

LA

NE

S

= 36’-

0"

8’-

0"

SH

LD.

14’-

0"

106’-

0" R

OA

DW

AY

107’-

3" O

UT-

TO-

OU

T

7�

"7�

"

N

N 21°48’34" E

2’-

0"

SH

LD.

2’-

0"

SH

LD.

SEE DWG. NOS. STD-1-6, 7 & 8.

END OF BRIDGE DRAINS.

DENOTES: 2’-0" X 8’-7"

74°3’2

9"

(TYP.)

530

520

510

500

490

480

530

520

510

500

490

480

540 540

752+00 753+00752+50751+50

I DENOTES: INTEGRAL

II

ELEVATION

TOTAL LENGTH OF BRIDGE = 147’-0"

17’-2" ACTUAL MIN. VERT. CLEARANCE

DENOTES: 16’-6" REQ’D MIN. VERT. CLEARANCE

18’-8" ACTUAL MIN. VERT. CLEARANCE

DENOTES: 16’-6" REQ’D MIN. VERT. CLEARANCE

2.0% 2.0% 2.0% 2.0% 2.0% 2.0%

K.TORRES

FOUNDATION DATA

AS A LAYOUT.

DATA ONLY AND IS NOT TO BE USED

r NOTE: THIS DRAWING IS FOR FOUNDATION

1

2

3

4

540

LT 31’

751+53

B-BR1-1

LT 31’

753+00

B-BR1-2

520

500

480

460

530

510

490

470

B.T.

540

520

500

480

460

530

510

490

470

B.T.

70.3’

24.5’



B-1

LEGEND

LEGEND


TOP SOIL

QTYS. SHEET.

GEOTECHNICAL NOTES AND EST.



LIMESTONE (TYPE B MATERIAL)

BR1-2

54.7’

1.9’

BR1-1 54.5’

1.0’(TYPE D MATERIAL)

WEATHERED LIMESTONE

450

440

450

440

GROUND LINE

APPROX. EXISTINGGROUND LINE

PROPOSED

WALL NO. 2

RETAINING

PROPOSED

WALL NO. 1

RETAINING

PROPOSED

(TYP.)

PILES

STEEL

STA. 1073+77.39

a I-40

STA. 767+88.96

a SURVEY

(DONELSON PIKE)

STATE ROUTE 255

a SURVEY

STA. 2035+32.23

a CD ROAD

STA. 767+00.55

a SURVEY

NB S.R. 255

& FIN. GR. LINE

b CONSTRUCTION

STA. 813+56.71

END BRIDGESTA. 810+93.71

BEGIN BRIDGE

SB S.R. 255

& FIN. GR. LINE

b CONSTRUCTION

STA. 912+59.63

END BRIDGE

NO. 1

RET. WALL

a CD ROAD

a I-40

NO. STD-1-5 (TYP.)

SEE STD. DWG.

BRIDGE ENDS

PAVEMENT @

NO. STD-1-5 (TYP.)

SEE STD. DWG.

BRIDGE ENDS

PAVEMENT @

SHLD.

6’-0"

BARRIER

MEDIAN

BARRIER

MEDIAN

STA. 1072+90.73

a I-40

STA. 812+39.71

a BENT NO. 1

STA. 1074+63.42

a I-40

STA. 911+42.63

a BENT NO. 1

STA. 909+96.63

BEGIN BRIDGE

LOCAL TANGENT)

54°14’31" (TO

NO. 2

RET. WALL

2 OF 3


CONST. NO.

REVISIONS


DESIGNED BY

DRAWN BY

SUPERVISED BY

CHECKED BY

DATE

DATE

DATE

DATE

$P

RF$

$D

AT

E$

$U

SE

R$

$D

GN$


STATE OF TENNESSEE

A. DAVIDSON

D. McCRARY

PIN NO. 116896.00

GRESHAM SMITH

D. McCRARY

09/2018

09/2018

09/2018

09/2018

I

F

I

IF

530

520

510

500

490

480

470

530

520

510

500

490

480

470

811+00 811+50 812+00 812+50 813+00 813+50

DENOTES: INTEGRAL

DENOTES: FIXED


117’-0"146’-0"

MATCH EXIST. SLOPEVARIESMATCH EXIST. SLOPE

AS A LAYOUT.


** NOTE: THIS DRAWING IS FOR FOUNDATION

(NB)

F.G. EL. 529.88

STA. 812+39.71

a BENT NO. 1

(SB)

F.G. EL. 526.24

STA. 911+42.63

a BENT NO. 1

(NB)

F.G. EL. 527.06

STA. 810+93.71

BEGIN BRIDGE

(NB)

F.G. EL. 531.47

STA. 813+56.71

END BRIDGE

(SB)

F.G. EL. 523.81

STA. 909+96.63

BEGIN BRIDGE

(SB)

F.G. EL. 527.83

STA. 912+59.63

END BRIDGE

N 21°22’23" W

48’-0"

12’-0"CD ROAD

EXISTING LANES

12’-0"SHLD.

26’-0"–

48’-0"

MEDIAN

EXISTING

EXISTING LANES

6’-

0"

SH

LD.

6’-

0"

SH

LD.

= 5

6’-

0"

4

LA

NE

S

@

14’-

0"

(TYP.)

65°2

8’2

8"

30’-0"MIN. CLEAR

30’-0"MIN. CLEAR

N

63°4

4’3

5"

U.N.O.)

(TYP.

14’-0"SHLD.



DENOTES: 2’-0" X 8’-7"

PC

ST

A. 8

13

+0

8.1

3

69’-

3" O

UT-

TO-

OU

T

7�

"7�

"6

8’-

0" R

OA

DW

AY

7�

"7�

"6

8’-

0" R

OA

DW

AY

6’-

0"

SH

LD.

6’-

0"

SH

LD.

= 5

6’-

0"

4

LA

NE

S

@

14’-

0"

SB S.R. 255 ARE PARALLEL.

NOTE: ALL SUBSTRUCTURES FOR

NB S.R. 255 ARE PARALLEL.

NOTE: ALL SUBSTRUCTURES FOR

78’-

0"

78’-

0"

69’-

3" O

UT-

TO-

OU

T

PLAN

1

2

3

4

5

6

7

8

9

10

11

12

ELEVATION - SB & NB S.R. 255

910+00 910+50 911+00 911+50 912+00 912+50

530

520

510

500

490

480

470

530

520

510

500

490

480

470

SB SB

SBSB

NB NB

NBNB

BRIDGE NO. 2

2019

DAVIDSON COUNTY

STATION 767+88.96

BRIDGE ID. NO. 19SR255XXXX

INTERSTATE 40

OVER

(DONELSON PIKE)

STATE ROUTE 255

FOUNDATION DATA

2-32019NH-I-40-5(146)

19008-2195-44


QTYS. SHEET.




CLAY (TYPE A MATERIAL)

LIMESTONE (TYPE B MATERIAL)

(TYPE A MATERIAL)

CLAY WITH BOULDERS

B.T.

B.T.

RT 31’

813+36

B-BR2-6

500

480

460

510

490

470

450

B.T.

B.T.

500

480

460

510

490

470

450

LT 13’

912+53

B-BR2-12

70.3’

24.5’



B-1

LEGEND

BR2-1

45.1’

30.1’

BR2-7

49.7

32.7

49.7’

30.7’

BR2-12

2019

DAVIDSON COUNTY

STATION 767+88.96

BRIDGE ID. NO. 19SR255XXXX

INTERSTATE 40

OVER

(DONELSON PIKE)

STATE ROUTE 255

FOUNDATION DATA

BRIDGE NO. 2

2 OF 3

NH-I-40-5(146)

19008-2195-44

2019 2-3

LEGEND

TOP SOIL

GRAVEL WITH CLAY

(TYPE D MATERIAL)

WEATHERED LIMESTONE

VOID

BR2-6

24.7’

1.3’

BR-1

20.6’

20.0’

BR-2

52.0’

26.9’

BR-3

64.8’

42.9’

BR-4

23.1’

20.6’

BR-5

16.5’

10.6’

BR-7

40.3’

16.8’

BR-6

44.8’

19.9’

BR-8

6.0’

5.7’

RT 14’

811+38

B-BR2-1

RT 5’

910+50

B-BR2-7

500

480

460

510

490

470

B.T.

B.T.

B.T.

B.T.

B.T.

B.T.

450

440

430

QTYS. SHEET.





(TYPE A MATERIAL)

CLAY WITH BOULDERS

LEGEND

(TYPE D MATERIAL)

WEATHERED LIMESTONE

ASHALT

510

500

490

480

460

470

450

440

430

B.T.(TYPE B MATERIAL)

LIMESTONE

B.T.

LT 3’

911+33

BR-2

RT 22’

911+45

BR-1

LT. 50’

911+56

BR-4

RT 49’

812+06

BR-5

RT 24’

812+40

BR-6

RT 2’

812+29

BR-7

LT 21’

812+62

BR-8

LT 25’

911+65

BR-3

CRUSHED STONE

PROFILE

BORING

GEOTECHNICAL

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4/9/2020 2:48:54 P

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SN

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SN

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SEALED BY

TRANSPORTATION

DEPARTMENT OF

STATE OF TENNESSEE

SHEET

NO.TYPE YEAR PROJECT NO.

2020 2

CE

LL B

DR

SG

STA. 513+40.00

BEGIN BRIDGE

STA. 516+76.00

END BRIDGE

STA. 514+40.00

a PIER NO. 1

STA. 515+58.00

a PIER NO. 2

a SURVEY

RADIAL TO

GROUND LINE

EXISTING

APRROXIMATE

EL. 451.89

FEMA 100 YEAR FLOOD ABUTMENT (TYP.)

RIGHT ANGLE TO

2:1 SLOPE AT

EL. 482.19

LOW GIRDER

(TYP.)

PILES

STEEL

(TYP.)

RIP-RAP

CLASS "B"

(RAMP "E")

FINISHED GRADE LINE

a SURVEY &


CONST. NO.

REVISIONS


DESIGNED BY

DRAWN BY

SUPERVISED BY

CHECKED BY

DATE

DATE

DATE

DATE

STATE OF TENNESSEE


SH

LD.

12’-

0"

16’-

0"

LA

NE

6’-

0"

SH

LD.

12’-

0"

SH

LD.

6’-

0"

SH

LD.

(16’ T

O 24’)

VA

RIE

S

LA

NE

7�

"

7�

"

RO

AD

WA

Y

MC

CR

OR

Y

CR

EE

K

DIR

EC

TIO

N

OF

FL

OW

PLAN

7�

"7�

"(3

4’-

0"

MIN.)

VA

RIE

S

RO

AD

WA

Y

(42’-

8" M

AX.)

VA

RIE

S

(43’-

11" M

AX.)

VA

RIE

S

OU

T-T

O-

OU

T

90°

(TYP.)

N

N 63°24’14" W

430

440

450

460

470

480

490

430

440

450

460

470

480

490

514+00 515+00 516+00

500 500

517+00

F.G. EL. 491.74

STA. 514+40.00

a PIER NO. 1

F.G. EL. 488.89

STA. 513+40.00

BEGIN BRIDGE

F.G. EL. 501.24

STA. 516+76.00

END BRIDGE

F.G. EL. 496.34

STA. 515+58.00

a PIER NO. 2

100’-0" 118’-0" 118’-0"

513+00


ELEVATIONI

F

DENOTES: INTEGRAL

DENOTES: FIXED

I

I

F

F

2’-6" (TYP.)

DESIGN SPEED = 40 MPH

STD-1-1SS BRIDGE RAIL

ROADWAY WIDTH = VARIES (34’-0" MIN.)

2040 ADT = 53,810

$P

RF$

$D

AT

E$

$U

SE

R$

$D

GN$

2019

PIN NO. 116896.00

NH-I-40-5(146)

LYDIA NAKAMOTO

D. McCRARY

03/2019

03/2019

03/2019

03/2019

BRIDGE NO. 3

19008-2195-44

AS A LAYOUT.


r NOTE: THIS DRAWING IS FOR FOUNDATION

FOUNDATION DATA

2019

DAVIDSON COUNTY

STATION 514+86.00

BRIDGE ID. NO. 19I00400169

MCCRORY CREEK

OVER

RAMP "E"

1 OF 1

1

2

3

4

5

6

7

8

DENOTES: RADIAL TO a SURVEY

470

450

430

460

440

LT 23’

513+43

B-BR-3-1

LT 22’

514+40

B-BR-3-3

RT 13’

514+40

B-BR3-4

LT 26’

515+58

B-BR-3-5

RT 12’

515+58

B-BR3-6

LT 31’

516+52

B-BR-3-7

RT 13’

516+73

B-BR3-8

LT 6’

513+40

B-BR-3-9

LT 5’

514+38

B-BR3-10

470

450

430

460

440

B.T.

B.T.

DENOTES: VARIES (35’-3" MIN.) OUT-TO-OUT

515+19, 515+97, 516+37

513+90, 514+29, 514+39, 514+79,

DENOTES: GRATE DRAINS @ STATIONS:



DENOTES: 2’-0" X 8’-7"

LEGEND


TOP SOIL

QTYS. SHEET.





BR3-1

BR3-2

RT 13’

513+43

B-BR3-2

1.2’

2.3’

BR3-3

4.5’

BR3-4

1.4’

BR3-5

6.2’

BR3-6

6.5’

BR3-7

7.6’

BR3-8

6.6’

BR3-10

BR3-9

25.4’

3.5

24.6’

3.8’

(TYPE B MATERIAL)

LIMESTONE

BR3-11

BR3-12

24.4’

6.4’

20.0’

5.6’

70.3’

24.5’



B-1

B-1

24.5’

LEGEND

(TYPE D MATERIAL)

WEATHERED LIMESTONE

REF.REF.

REF.REF.

REF.REF.REF. REF.

B.T.

BORING LOCATION WITH DEPTH TO REFUSAL

LT 6’

515+58

B-BR-3-11

LT 3’

516+75

B-BR3-12

B.T.

Documents

SHEET TYPE YEAR PROJECT NO. NO