SIMPSON ROAD IMPROVEMENTS PROJECT · 13-17 erosion prevention and sediment control plans 10-12 drainage maps 9 driveway profiles 4-8 plan and profile sheets 3-3d property maps 2a

SOUTH CAROLINA - GEORGIA

KENTUCKY - TENNESSEE - NORTH CAROLINA -

YEAR SHEET NO.

FED. AID PROJ. NO.

STATE PROJ. NO.

TENN.

STP-M-4350(10)

TOTAL PROJECT LENGTH: 0.711 MILES

N

0 2000' 4000' 6000'

1

PIN NO. 120439.00

LENOIR CITY, TENNESSEE 37771

600 EAST BROADWAY

CITY OF LENOIR CITY

53LPLM-F1-039

IMPROVEMENTS PROJECT

SIMPSON ROAD

HONORABLE TONY R. AIKENS, MAYOR

SPECIAL NOTES

DESIGNED BY VAUGHN & MELTON CONSULTING ENGINEERS

DESIGNER JASON ELLIOTT, P.E.

LOCALLY MANAGED PROJECT

PHONE: (865) 546-5800

KNOXVILLE, TENNESSEE 37921

1909 AILOR AVENUE

Consulting Engineers, Inc.

SHEET INDEX

TITLEDWG. NO. REV. DATE

TDOT STANDARD ROADWAY DRAWINGS

RD-A-1 12-18-99 STANDARD ABBREVIATIONS

RD-L-1 10-26-94 STANDARD LEGEND

RD01-S-11 04-04-03

RD01-S-11A 10-15-02

RD01-TS-2 10-15-02

D-PB-1 01-02-13

D-PE-24A 01-06-15

D-PE-24B 24" CONCRETE ENDWALL CROSS DRAIN

D-CB-14P 03-11-14

D-CBB-12A 05-27-01

D-MH-2 08-01-12

D-MH-3 04-21-14

D-MH-4

RP-D-16 07-15-08

RP-H-3 01-30-15

RP-H-9 01-30-15 PARALLEL CURB RAMP IN CURVE

RP-S-7 06-04-13

S-F-10 06-01-09

T-M-1

T-M-2

T-M-3

T-M-4

MARKINGS

EL-W-2 05-27-01

24" CONCRETE ENDWALL CROSS DRAIN

STANDARD MASONRY & PRECAST NO. 3 MANHOLE

DESIGN AND CONSTRUCTION DETAILS FOR ROADSIDE

SLOPE DEVELOPMENT

ROADSIDE DITCH DETAILS FOR DESIGN AND

CONSTRUCTION

DESIGN STANDARDS FOR COLLECTOR ROADS AND STREETS

STANDARD DETAILS FOR CONCRETE PIPE INSTALLATION

CATCH BASIN

STANDARD PRECAST RECTANGULAR CONCRETE NO. 14

CATCH BASIN

TYPE "B" CAST IRON FRAME, GRATE & NONMOUNTABLE

INLET DETAILS FOR NOS. 10, 12, 14, 16 & 17

TYPE CATCH BASINS

STANDARD PRECAST CIRCULAR LID DETAILS FOR NO. 3

MANHOLE

STANDARD NO. 3 MANHOLE CASTINGS AND STEPS

DETAILS OF LOWERED STANDARD CONCRETE DRIVEWAYS

CURB RAMP AND TRUNCATED DOME SURFACE DETAIL

DETAILS FOR STANDARD CONCRETE SIDEWALKS

STANDARD RIGHT-OF-WAY STOCK FENCE

DETAILS OF PAVEMENT MARKINGS FOR CONVENTIONAL

ROADS AND MARKING ABBREVIATIONS

DETAILS OF PAVEMENT MARKINGS FOR CONVENTIONAL

ROADS

STANDARD INTERSECTION PAVEMENT MARKINGS

STANDARD GRAVITY-TYPE RETAINING WALLS

MARKING STANDARDS FOR TRAFFIC ISLANDS, MEDIANS &

PAVED SHOULDERS ON CONVENTIONAL ROADS

CHECKED BY BRENTLEY JOHNSON, P.E.

D-CB-12LP 08-01-12 LOW PROFILE 32" X 32" SQUARE CONCRETE NO. 12LP

30 MPH

51-49

477

3,972

V

D

DHV (2015)

AADT (2015)

TRAFFIC DATA

DATE OF ORIGINAL SURVEY DEC. 2014

P.E. NO. 53LPLM-F1-039

08-01-12

07-24-14

07-24-14

07-24-14

07-24-14

SHELBY FAYETTE

TIPTON

HAYWOOD

LAUDERDALE CROCKETT

LA

KE

DYER

OBION

WEAKLEY

GIBSON

CARROLL

MADISON

McNAIRY

HARDE

MAN

CHESTER

HE

NDERS

ON

HARDIN WAYNE

DE

CA

TU

RB

EN

TO

N

HENRY

STEWART

HOUSTON

PERRY

LEWIS

DICKSON

LA

WRE

NCE

HUMPHREYS

HICKMAN

MONTGO

MERY

CH

EA

TH

AM

ROBERTSON

SUMNER

MACON

DAVIDSONWILSON

WILLIAMSON

MAURY

RUTHERFORD

MA

RS

HA

LL

GILES

LINCOLN FRANKLIN

BEDFORD COFFEE

GRUNDY

MARION

SE

QU

AT

CHIE

MO

OR

E

CA

NN

ON

WARREN

DEKALB

WHITE

PUTNAM

VA

NB

URE

N

TROUSDALE

CLAY

JACKSONOVERTON

PICKETT

FENTRESS

CUMBERLAND

BLE

DS

OE

RHE

A

SCOTT

MORGAN

ROANE

CLAIBORNE

CA

MP

BELL

ANDERSON

MEI

GS

M MINN C

HA

MI

LT

ON

BR

AD

LE

Y

POLK

MONROE

BLOUNT

KNOX

LOUDON

UNION

HANCOCK

GRAINGER

HAWKINS

HAMBLEN

JEFFERSON

SEVIER

COCKE

GREENE

SULLIVAN

CARTER

JO

HNS

ON

WASHINGTON

UNICOISMITH

PROJECT LOCATION

LOUDON COUNTY

NO EXCLUSIONS

NO EQUATIONS

TO: SHAW FERRY ROAD

FROM: S.R. 73 (U.S. 321)

EAST SIMPSON ROAD

2016

APRIL 2016

2. VERTICAL ALIGNMENT; APPROVED 04-18-16.

WIDTH, CROSS SLOPES; APPROVED 01-15-16.

1. HORIZ. ALIGNMENT, SUPERELEVATION, SHOULDER

DESIGN EXCEPTIONS:

AND SPECIAL PROVISIONS CONTAINED IN THE PLANS AND IN THE PROPOSAL CONTRACT.

AND BRIDGE CONSTRUCTION DATED JANUARY 1, 2015, AND ADDITIONAL SPECIFICATIONS

THIS PROJECT TO BE CONSTRUCTED UNDER THE TDOT STANDARD SPECIFICATIONS FOR ROAD

REASONABLE COST ANALYSIS VALUE.

CONTAINED THEREIN ARE OBVIOUSLY UNBALANCED, EITHER EXCESSIVE OR BELOW THE

PROPOSALS MAY BE REJECTED BY THE CITY OF LENOIR CITY IF ANY OF THE UNIT PRICES

R.O.W.

PLANS

STA. 12+05.57 (R.O.W.)

STATE NO. 53LPLM-F1-039

BEGIN PROJECT

E 2483326.4482

N 544498.8722

E 2485525.9809

N 547351.5466

STA. 48+71.83 (R.O.W.)


END PROJECT

CROSS SECTIONS18-32

EROSION PREVENTION AND SEDIMENT CONTROL PLANS13-17

10-12 DRAINAGE MAPS

DRIVEWAY PROFILES9

PLAN AND PROFILE SHEETS4-8

3-3D PROPERTY MAPS

2A SPECIAL DETAILS

2 TYPICAL SECTIONS

TITLE SHEET1

SEALED BY

3:1

EXISTING GROUND

SIMPSON ROAD

5'

2

TYPICAL

SECTIONS

SIMPSON ROAD

1.5%

1.5%

2' 9' 2'7'4'2'5'

18'

1' GRASS STRIP

EXISTING CURB

EXIS

T.

UTIL.

PO

LE

EXIS

T.

UTIL.

PO

LE

VARIES

8.0" AGGREGATE STONE BASE

2.5" BINDER B-M2 MIX

1.5" SURFACE D MIX

FULL DEPTH WIDENING


1.5" SURFACE D MIX

PAVED SHOULDER

EXISTING CURB

1' GRASS STRIP

CROSS SLOPE

MATCH EXISTING

CROSS SLOPEMATCH EXISTING

CROSS SLOPE

MATCH EXISTING

SIDEWALK

4" CONCRETE

SAWCUT AT EXIST. WHITE LINE, REMOVE ASPH. SHOULDERS

SIDEWALK

4" CONCRETE

EXISTING GROUND

GROUND

EXISTING

3:1

{ �

(E

XIS

TIN

G)

(P

RO

PO

SE

D)

�

(E

XIS

TIN

G)

VARIES (10'-33') VARIES (10'-50')

GROUND

EXISTING

+

-

+

-

+

-

NE

W

DO

UB

LE

YE

LL

OW

LIN

E

N.T.S.

STATION 11+00.00 TO 14+61.85

1' AND VARIES)

(APPROXIMATE

EXISTING 4" GAS

AND VARIES)

(APPROXIMATE

EXISTING 2" WATER

AND VARIES)

(APPROXIMATE

EXISTING 4" GAS

STATION 40+40.00 TO 48+55.00

STATION 14+61.85 TO 37+70.00

N.T.S.

SIMPSON ROAD

1.5%

2' 9' 2'2'5'

EXIS

T.

UTIL.

PO

LE


1.5" SURFACE D MIX

PAVED SHOULDER

SIDEWALK

4" CONCRETE

EXISTING GROUND

GROUND

EXISTING3:1

{ �

(E

XIS

TIN

G)

(P

RO

PO

SE

D)

+

-

+

-

NE

W

DO

UB

LE

YE

LL

OW

LIN

E

1' AND VARIES)

(APPROXIMATE

EXISTING 4" GAS

N.T.S.

STATION 37+70.00 TO 40+40.00

-2.00% -2.00%

(APPROXIMATE AND VARIES)

EXISTING 2" WATER

2"



1.5" SURFACE D MIX

FULL DEPTH

SEWER (APPROXIMATE AND VARIES)

EXISTING SANITARY


EXISTING SANITARY SEWER


EXISTING SANITARY SEWER

4.0%

3:1

4.0% 3:1

GUTTER (SEE DETAIL)

6-24 CURB AND

GUTTER (SEE DETAIL)

6-24 CURB AND

RETAINING WALL

C.I.P. CONCRETE

1' 11'

EXISTING ASPHALT MILL & RESURFACE 1.5"

EXISTING ASPHALT MILL & RESURFACE 1.5"

(SEE NOTE 1)

CROSS SLOPEMATCH EXISTING

CROSS SLOPE FOR DRAINAGE AT CATCH BASIN NO. 2.

STA. 14+62 TO 15+50 (LEFT) TO PROVIDE ADEQUATE

1) CORRECTIVE MILLING (-2.0%) WILL BE REQUIRED FROM

NOTES:

DE

SC

RIP

TIO

NN

O.

DA

TE

RE

VISIO

NS

CIT

Y O

F L

EN

OIR CIT

Y

DATE:

CHECKED:

DRAWN:

JOB NO:

SCALE:

DRAWING TITLE:

FILE NAME:

DRAWING NO:SHEET

OF

KENTUCKY

606-248-6600

TENNESSEE

865-546-5800

NORTH CAROLINA

828-253-2796

SOUTH CAROLINA

864-574-4775

All Rights Reserved

Copyright c 2014

www.vaughnmelton.com


J.C.E.

51420-44

GEORGIA

770-627-3590

D.E.H.

SIM

PS

ON R

OA

D I

MP

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NTS P

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NOIR CIT

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APRIL 2016

2A

{ {

GROUND

EX.

MAX.

2:1

10' MIN. WIDTH

MAX.

2:1

GROUND

EX.

GROUND

EX.

MAX.

2:1

10' MIN. WIDTH

MAX.

2:1

GROUND

EX.

1.5" SURFACE D MIX


6" CONCRETE

N.T.S.

24"

6"

0.085 FT./FT.

0.085 FT./FT.

1" R

6"

6"

6"

‚"

1-•"

6-•"

7-‹"

‚"•" R

•"6"

0.085 FT./FT.

4" R

6"

‚"

6-•"

7-‹"

4" R

‚" R

‚" R

2-‚"

2-‘"

2"

N.T.S.

OR PROPOSED SIDEWALK.

INVERT IS NOT SHOWN.FOR CLARITY, THE

THE TOP SURFACE OF THE TOP SECTION SHALL

HAVE A BROOM FINISH TO MATCH THE EXISTING

BOTTOM SECTION

MINIMUM DEPTH.)

H

AS SHOWN AND DIMENSIONED ON THIS DETAIL.

A PRECAST TRANSITION SLAB WILL BE UTILIZED

DIAMETER IS BASED ON PROPOSED PIPE SIZE.

MINIMUM DIAMETER (D) AS LISTED ABOVE.

DIAMETER OF LOWER PORTION SHALL MEET

6'-3"7"6'45"x29"

5'-9"6"5'38"x24"

6"4'30"x19" 4'-3"

5"4'23"x14"

8"6'48" 7'-9"

7"6'42" 7'-3"

6"5'36" 6'-9"

5"4'30"

5"4'24"

5"4'21" 4'-9"

4'-3"5"4'18"

5"4'15"

3'-9"5"4'12"

(H)

DIAMETER CONCRETE

THICKNESS

(T) WALL

SIZE

PIPEINLET

PORTION

DEPTH

MINIMUM

6"

6" MINIMUM

1.

NOTES:

THE LOWER PORTION (ROUND, PRE-CAST MANHOLE)

CONCRETE CURB INLET

(TYPICAL)

2"

1'R

(TYPICAL)5" 5"

TRANSITIONTRANSITION

TO ACCOMMODATE THE USE OF THE TOP PORTION

SECTION A-A

SPAN-RISE DENOTES ELLIPTICAL AND ARCHED PIPES.

DEPTH TABLE

STOPPERS OR MORTAR AFTER INSTALLATION.

CONCRETE INVERT

(TYPICAL)

AND LAYING.

(D)(T) (T)

NOT MORE THAN THREE HOLES FOR THE PURPOSE OF HANDLING

1/2" EXPANSION JOINT

SIDEWALK (WHERE REQUIRED)

2'-5"

11"

4'-0"

5'-0"

5'-6"

4'-0"

SEE DEPTH TABLE FOR (D)

BRICK OR NON-SHRINK

GROUT ADJUSTMENT

A A

SIDE VIEW

FOR BRICK ADJUSTMENT CONSTRUCTION, JOINTS

SHALL ALWAYS BE COMPLETELY FILLED WITH

MORTAR. VERTICAL MORTAR JOINTS SHALL NOT

BE MORE THAN 3/8" THICK AND HORIZONTAL

MORTAR JOINTS NOT LESS THAN 3/8" THICK

AT THE INSIDE FACE. INSIDE JOINTS SHALL

BE TROWEL STRUCK, FLUSH JOINTS TO PROVIDE

A SMOOTH, CLEAN SURFACE, WHILE OUTSIDE

WALLS SHALL BE ENTIRELY COVERED WITH

MORTAR FOR A SMOOTH, CLEAN SURFACE.

ADJUSTMENTS

**

(SEE DEPTH TABLE FOR (H)

CASTING TO PIPE INVERT

7"

H DISTANCE FROM TOP OF

4 BARS - 12" O.C. (TYPICAL)

SHALL BE CONSTRUCTED TO MEET ASTM C-478.

SEE NOTE 7

5 BARS - 6" O.C. (TYPICAL)

5 BARS (TYPICAL)

CONCRETE INVERTS SHALL BE CONSTRUCTED IN THE FIELD

AS TO PROVIDE POSITIVE FLOW.

4'-0" 8'-0" 4'-0"

3'-0"

3'-0"

8'-0"

4'-10"

4'-10"

4'-0"

N.T.S.

4"

2.

3.

4.

5.

6.

1'-5"

ACCUMULATION OF SEDIMENT.MAINTAIN SLOPE TO AVOIDPOURED-IN-PLACE GUTTER-

S =.0833 (12:1)

{ PIPE

FC TO

(PRECAST CONCRETE)

THROATED CURB INLET

TOP SECTION

BOTTOM SECTION

PLAN VIEW

TYPICAL SECTION

ASPHALT DRIVEWAY

TYPICAL SECTION

CONCRETE DRIVEWAY

CURB AND GUTTER

6-24 CONCRETE COMBINED

4" AGGREGATE STONE BASE

CURB AND GUTTER

LOWERED CONCRETE COMBINED

24"

4" AGGREGATE STONE BASE

3.33"/FT

0.085 FT./FT.

1/5"/FT

N.T.S. N.T.S.

DETAILS

SPECIAL

DE

SC

RIP

TIO

NN

O.

DA

TE

RE

VISIO

NS

CIT

Y O

F L

EN

OIR CIT

Y

DATE:

CHECKED:

DRAWN:

JOB NO:

SCALE:

DRAWING TITLE:

FILE NAME:

DRAWING NO:SHEET

OF

KENTUCKY

606-248-6600

TENNESSEE

865-546-5800

NORTH CAROLINA

828-253-2796

SOUTH CAROLINA

864-574-4775

All Rights Reserved

Copyright c 2014



J.C.E.

51420-44

GEORGIA

770-627-3590

D.E.H.

SIM

PS

ON R

OA

D I

MP

RO

VE

ME

NTS P

ROJE

CT

LE

NOIR CIT

Y, T

EN

NE

SS

EE

APRIL 2016

2

#14

1

#3

3

#12

FOR RAMPS

EXISTING CURB

SAWCUT AND REMOVE

18"RCP INV.928.67

OF EXISTING 36" CMP

RIP-RAP AROUND END

& GUTTER

STRUCTURE BELOW CURB

LOWER THE TOP OF

NOTE: USE RISERS TO

OTHERS)

PEDESTAL (BY

RELOCATE POLE &

PC 11+18.36

PT 13

+08.67

PI 13

+63.02

PI 17

+43.13

15

CURVE CL-1

PI 12+19.63

L 190.32

T 101.27

N 544,490.40

E 2,483,348.13

R 225.00

PI 16

+09.96

STA. 11+00.00 (PREL.)


BEGIN PROJECT

E 2483239.2545

N 544440.8381

(AVG. EXIST.)

SE 0.035 FT/FT

STA. 12+05.57 (R.O.W.)


BEGIN PROJECT

E 2483326.4482

N 544498.8722

INV-926.10

15"C

MP

CON

TOP-933.19

TOP-933.21

TOP-933.20

INV-927.45

TO

P-931.20

BURGER KING

INV-928.47

INV-928.68

INV-936.40

TOP-935.20

INV-931.22

1ST BAPTIST CHURCH

W.V.

TOP-926.02

INV-923.96

MB

INV-924.33INV-925.02

W.V.

MB

W.M.

W.M.INV-928.03

24" CMPINV-924.51

INV-921.64

36"CMP

INV-920.14

IN

V-908.06

36"

CM

P

WET AREA WELL36"HDPE

SR-73

TOP-931.18

8" PVC IN 924.05

8" PVC OUT 923.98

PP

TEL.PED.

PP

TEL.PED.

PP

PP

TEL.PED.

INV-927.45

TOP-932.26INV-924.84

36"C

MP

36"C

MP

24"CMP

15"CMP

DE

SC

RIP

TIO

NN

O.

DA

TE

RE

VISIO

NS

CIT

Y O

F L

EN

OIR CIT

Y

DATE:

CHECKED:

DRAWN:

JOB NO:

SCALE:

DRAWING TITLE:

FILE NAME:

DRAWING NO:SHEET

OF

KENTUCKY

606-248-6600

TENNESSEE

865-546-5800

NORTH CAROLINA

828-253-2796

SOUTH CAROLINA

864-574-4775

All Rights Reserved

Copyright c 2014



J.C.E.

51420-44

GEORGIA

770-627-3590

D.E.H.

SIM

PS

ON R

OA

D I

MP

RO

VE

ME

NTS P

ROJE

CT

LE

NOIR CIT

Y, T

EN

NE

SS

EE

APRIL 2016

2

#14

3

#12

1

#3

K = 8

cc

c

VC = 54'

V = 20 MPH

(EXIST.)

VP

C 12

+60

VP

T 13

+14

c c

c

K = 17

V = 20 MPH

(EXIST.)

VC = 120'

VP

C 14

+66

VP

C 15

+86

VPI 12

+87

VPI 15

+26

SCALE: 1"=30'

0 30 60 90

SE

E

SH

EE

T

NO. 5

MA

TC

H

LI

NE

ST

A. 18

+00

N

915

930

933

939

942

SE

E

SH

EE

T

NO. 5

10+00 11+50 13+00 14+50 16+00 17+50

918

921

924

927

936

942

939

936

933

930

927

924

921

918

915

4

CONCRETE SIDEWALK

FULL DEPTH PAVEMENT / PAVED SHLDR.

LEGEND

PLAN & PROFILE

MILL AND RESURFACE

GRASSED SLOPE (LIMIT OF CONST.)

TOP-931.18

8" PVC IN 924.05

8" PVC OUT 923.98

MA

TC

H

LI

NE

ST

A. 18

+00

GROUND AT BASELINE

EXISTING AND PROPOSED

EL. 933.98

STA. 11+00.00 (PREL.)


BEGIN PROJECT

EL. 934.14

STA. 12+05.57 (R.O.W.)


BEGIN PROJECT

CURVE CL-2

PI 20+35.23

R 500.00

L 235.89

T 120.18

PC 19+15.05

PT 21

+50.93

PI 23

+25.45

PI 24

+01.18

N 545,285.46

E 2,483,578.62

20

25

(EXIST.)

SE VARIES - CL CROWN

4

#3

5

#12

6

TCI

FOR RAMPS

EXISTING CURB

SAWCUT AND REMOVE

OTHERS)

PEDESTAL (BY

RELOCATE POLE &

(BY OTHERS)

RELOCATE POLE

BEGIN STOCK FENCE

CURVE CL-2

PI 20+35.23

R 500.00

L 235.89

T 120.18

PC 19+15.05

PT 21

+50.93

PI 23

+25.45

PI 24

+01.18

N 545,285.46

E 2,483,578.62

20

25

(EXIST.)


G.V.

INV-932.89

W.V.

W.M.

GR

AV

EL

MB

CO

NC

28"OAK

INV-934.38 12" CMP

INV-935.42

4"HDPE

MBINV-933.58

W.M.

W.M. GASPIPELINE

W.M.

SPUR-3108

EL-935.13NCHS

W.M.

KE

LS

EY

LA

NE

20" PINE

15" CEDAR

18" CEDAR

8" PVC OUT 928.18

8" PVC IN 928.31

TOP-934.47

8" PVC OUT 937.18

6" FM IN 940.64

TOP-944.10

TEL.PED.

PP

PP

TEL.PED.

PP

PP

PP

PP

GASPIPELINE

INV-932.3712" CMP

DE

SC

RIP

TIO

NN

O.

DA

TE

RE

VISIO

NS

CIT

Y O

F L

EN

OIR CIT

Y

DATE:

CHECKED:

DRAWN:

JOB NO:

SCALE:

DRAWING TITLE:

FILE NAME:

DRAWING NO:SHEET

OF

KENTUCKY

606-248-6600

TENNESSEE

865-546-5800

NORTH CAROLINA

828-253-2796

SOUTH CAROLINA

864-574-4775

All Rights Reserved

Copyright c 2014



J.C.E.

51420-44

GEORGIA

770-627-3590

D.E.H.

SIM

PS

ON R

OA

D I

MP

RO

VE

ME

NTS P

ROJE

CT

LE

NOIR CIT

Y, T

EN

NE

SS

EE

APRIL 2016

4

#3

6

TCI

5

#12

c c

c

K = 11

V = 20 MPH

(EXIST.)

VC = 106'

VP

C 21

+97

VP

T 23

+03

VPI 22

+50

SCALE: 1"=30'

0 30 60 90

SE

E S

HE

ET

NO. 4

MA

TC

H

LI

NE S

TA. 18+00

N

951

18+00 19+50 21+00 22+50 24+00 25+50

927

930

933

936

945

SE

E

SH

EE

T

NO. 6

MA

TC

H

LI

NE

ST

A. 26

+00

5

939

942

924

948

951

927

930

933

936

945

939

942

924

948

MA

TC

H

LI

NE

ST

A. 18

+00

SE

E

SH

EE

T

NO. 4

SE

E

SH

EE

T

NO. 6

CONCRETE SIDEWALK


LEGEND

MILL AND RESURFACE

PLAN & PROFILE


MA

TC

H

LI

NE

ST

A, 26

+00

GROUND AT BASELINE


6.5FT OAK

TEL. PED.

W.V.

W.V.

W.V.

G.V.GAS

INV-921.40

24" CMP

INV-923.18G.V.

INV-927.59

24" CMP

INV-927.58

INV-927.62

24" CMP

INV-927.81

INV-927.8224" CMP

FIRST BAPTIST CHURCH

INV-928.02

FIRST BAPTIST CHURCH

GASPIPELINE

PP

PP

8

EW11

TCI

9

TCI

END OF PIPE

RIP-RAP AROUND

7

TCI

BEGIN STOCK FENCE

FENCE

END STOCKFENCE

END STOCK

IN

10

CURVE CL-3

PI 32+42.67

R 10,000.00

L 261.80

T 130.91

PI 27

+37.82

PC 31

+11.76

PT 33

+73.56

N 546,183.82

E 2,484,391.97

30

(EXIST.)


DE

SC

RIP

TIO

NN

O.

DA

TE

RE

VISIO

NS

CIT

Y O

F L

EN

OIR CIT

Y

DATE:

CHECKED:

DRAWN:

JOB NO:

SCALE:

DRAWING TITLE:

FILE NAME:

DRAWING NO:SHEET

OF

KENTUCKY

606-248-6600

TENNESSEE

865-546-5800

NORTH CAROLINA

828-253-2796

SOUTH CAROLINA

864-574-4775

All Rights Reserved

Copyright c 2014



J.C.E.

51420-44

GEORGIA

770-627-3590

D.E.H.

SIM

PS

ON R

OA

D I

MP

RO

VE

ME

NTS P

ROJE

CT

LE

NOIR CIT

Y, T

EN

NE

SS

EE

APRIL 2016

9

TCI

7

TCI

8

EW

11

TCI

IN

10

cc

c

K = 122

V = 55 MPH

(EXIST.)

VC = 360'

VP

C 27

+95

VP

T 31

+55

SCALE: 1"=30'

0 30 60 90

SE

E

SH

EE

T

NO. 5

MA

TC

H

LI

NE

ST

A. 26

+00

N

26+00

SE

E

SH

EE

T

NO. 7

MA

TC

H

LI

NE

ST

A. 34

+00

6

924

MA

TC

H

LI

NE

ST

A. 34

+00

SE

E

SH

EE

T

NO. 7

921

927

930

933

936

945

939

942

924

948

921

927

930

933

936

945

939

942

948

MA

TC

H

LI

NE

ST

A. 26

+00

SE

E

SH

EE

T

NO. 5

27+50 29+00 30+50 32+00 33+50

CONCRETE SIDEWALK


LEGEND

MILL AND RESURFACE

PLAN & PROFILE


GROUND AT BASELINE


12

TCI

STA. 39+60

END WALLSTA. 38+00

BEGIN WALL

(C

ON

CR

ET

E)

18'

PV

T.

DR.

NO. 1

ST

A. 36

+45.51

(C

ON

CR

ET

E)

10'

PV

T.

DR.

NO. 2

ST

A. 38

+93.84

(A

SP

HA

LT)

14'

PV

T.

DR.

NO. 3

ST

A. 39

+93.04

(A

SP

HA

LT)

14'

PV

T.

DR.

NO. 4

ST

A. 41

+36.70

DURING CONSTRUCTION.

ALL TREES TO BE PROTECTED

NOTE:

CURVE CL-4

PI 39+03.45

R 1,030.00

L 125.32

T 62.74

CURVE CL-5

PI 41+39.18

R 1,300.00

L 113.73

T 56.90

PI 35

+61.91

PC 38

+40.71

PT 39

+66.04

PC 40

+82.28

PT 41

+96.00

N 546,668.41

E 2,484,841.21

N 546,821.41

E 2,485,020.74

35

40

SE NC (MATCH EXIST.)

(EXIST.)


DE

SC

RIP

TIO

NN

O.

DA

TE

RE

VISIO

NS

CIT

Y O

F L

EN

OIR CIT

Y

DATE:

CHECKED:

DRAWN:

JOB NO:

SCALE:

DRAWING TITLE:

FILE NAME:

DRAWING NO:SHEET

OF

KENTUCKY

606-248-6600

TENNESSEE

865-546-5800

NORTH CAROLINA

828-253-2796

SOUTH CAROLINA

864-574-4775

All Rights Reserved

Copyright c 2014



J.C.E.

51420-44

GEORGIA

770-627-3590

D.E.H.

SIM

PS

ON R

OA

D I

MP

RO

VE

ME

NTS P

ROJE

CT

LE

NOIR CIT

Y, T

EN

NE

SS

EE

APRIL 2016

c

c

c

K = 31

V = 35 MPH

c

VC = 270.00'

EL. 945.45

VP

C 37

+70.00

EL. 949.81

VP

T 40

+40.00

5.86

%

-2.63%

EL. 953.36

VPI 39

+05.00

EL. 950.91

CR

ES

T 39

+56.36

12

TCI

c

V = 40 MPH

VP

C 41

+08

INV-928.02

CO

N

MB

INV-940.12

18" CMP

BAPTISTBAPTIST

W.M.

INV-943.33

MB

W.M.

MB

W.M.

CO

N

GR

AV

EL

W.M.

MB

GR

AV

EL

W.M.

W.V.

20"MAPLE

14"MAPLE14"MAPLE

PPPP

PP

PP

PP

PP

SCALE: 1"=30'

0 30 60 90

SE

E

SH

EE

T

NO. 8

MA

TC

H

LI

NE

ST

A. 42

+00

N

SE

E

SH

EE

T

NO. 6

MA

TC

H

LI

NE

ST

A. 34

+00

7

924

MA

TC

H

LI

NE

ST

A. 42

+00

SE

E

SH

EE

T

NO. 8

951

927

930

933

936

945

939

942

924

948

951

927

930

933

936

945

939

942

948

MA

TC

H

LI

NE

ST

A. 34

+00

SE

E

SH

EE

T

NO. 6

42+0034+00 35+50 37+00 38+50 40+00 41+50

CONCRETE SIDEWALK


LEGEND

MILL AND RESURFACE

PLAN & PROFILE


GROUND AT BASELINE


GRADE

PROPOSED

END OF PIPE

RIP-RAP AROUND

13

#12

14

#12

(CURB HEIGHT=0)

STA. 48+20

STEEL PLATE COVER

24" CURB CUT W/

(C

ON

CR

ET

E)

14'

PV

T.

DR.

NO. 5

ST

A. 43

+18.16

(A

SP

HA

LT)

10'

PV

T.

DR.

NO. 6

ST

A. 44

+04.58

(A

SP

HA

LT)

12'

PV

T.

DR.

NO. 7

ST

A. 44

+72.68

(A

SP

HA

LT)

18'

PV

T.

DR.

NO. 8

ST

A. 46

+04.75

(C

ON

CR

ET

E)

20'

PV

T.

DR.

NO. 9

ST

A. 47

+44.27

SPECIAL DITCH

OUT

15

CURVE CL-6

PI 45+86.45

R 3,000.00

L 269.20

T 134.69

PT 41

+96.00

PI 43

+37.57

PC 44

+51.76

PT 47

+20.97

PO

T 49

+00.00

N 547,135.66

E 2,485,339.07

45

STA. 48+55.00 (PREL.)


END PROJECT

E 2485514.9651

N 547338.8226

(EXIST.)


STA. 48+71.83 (R.O.W.)


END PROJECT

E 2485525.9809

N 547351.5466

INV-945.65

12" CMPINV-945.42

INV-946.14

15" CMP INV-945.86 MBMB

GR

AV

EL

W.M.

CO

N

W.M.

CO

N

20"MAPLE

ASP

H

MB

WELL

W.M.

AS

PH

W.M.

GR

AV

EL

W.M.

24"MAPLE

GR

AV

EL

CO

N

CO

N

W.M.

W.M.20"PINE

W.M.W.M.

CO

N

MB

MB

SOURWOOD

G.V.

30 MPH

INV-936.77

28" CMP

TEL. PED.

G.V.

G.V.W.V.

W.V.

INV-937.11

CO

N

SH

AW

FE

RR

Y

RO

AD

PAI

NT

24"WALNUT30"WALNUT

28"HACKBERRY

24"HACKBERRY

18"MAPLE

18"MAPLE18"MAPLE

20"MAPLE 20"WALNUT

32"DOUBLE MAPLE30"DOUBLE MAPLE

36"PECAN

PP

PP

PP

PP

PP

18" CMPINV-937.26

15" CMPINV-937.64

DE

SC

RIP

TIO

NN

O.

DA

TE

RE

VISIO

NS

CIT

Y O

F L

EN

OIR CIT

Y

DATE:

CHECKED:

DRAWN:

JOB NO:

SCALE:

DRAWING TITLE:

FILE NAME:

DRAWING NO:SHEET

OF

KENTUCKY

606-248-6600

TENNESSEE

865-546-5800

NORTH CAROLINA

828-253-2796

SOUTH CAROLINA

864-574-4775

All Rights Reserved

Copyright c 2014



J.C.E.

51420-44

GEORGIA

770-627-3590

D.E.H.

SIM

PS

ON R

OA

D I

MP

RO

VE

ME

NTS P

ROJE

CT

LE

NOIR CIT

Y, T

EN

NE

SS

EE

APRIL 2016

13

#12

14

#12

OUT

15

c

c

K = 75

V = 40 MPH

VC = 200'

VP

T 43

+08

(EXIST.)

c

c

c

K = 21

V = 30 MPH

VC = 66'

VP

T 44

+33

VP

C 43

+67

(EXIST.)

c

c

c

K = 22

V = 20 MPH

VP

C 47

+94

VP

T 48

+74

VC = 80'

(EXIST.)

VPI 42

+08

VPI 44

+00

VPI 48

+34

48

+71.83

940.0593

SCALE: 1"=30'

0 30 60 90

SE

E

SH

EE

T

NO. 7

MA

TC

H

LI

NE

ST

A. 42

+00

N

8

951

927

930

933

936

945

939

942

948

951

927

930

933

936

945

939

942

948

MA

TC

H

LI

NE

ST

A. 42

+00

SE

E

SH

EE

T

NO. 7

42+00 43+50 45+00 46+50 48+00 49+50

CONCRETE SIDEWALK


LEGEND

MILL AND RESURFACE

PLAN & PROFILE


GROUND AT BASELINE


954

EL. 939.59

STA. 48+55.00 (PREL.)


END PROJECT

954

EL. 940.06

STA. 48+71.83 (PREL.)


END PROJECT

Documents

SIMPSON ROAD IMPROVEMENTS PROJECT · 13-17 erosion prevention and sediment control plans 10-12 drainage maps 9 driveway profiles 4-8 plan and profile sheets 3-3d property maps 2a