37215 / 615.460.7515ENNESSEE TASHVILLE, N, 206UITE SIKE, P ILLSBORO4117 H

DESCRIPTIONSHEET NO.

VICINITY MAP SCHEDULE OF DRAWINGS

SAVANNAH ATLANTA STATESBORO CHARLESTON COLUMBIA NASHVILLE

www.husseygaybell.com

1958Established

LL BEGAY HUSSEY

LAST REVISED FEBRUARY 2015

HGB STANDARD COVER 24x36

1 COVER SHEET, VICINITY MAP AND SCHEDULE OF DRAWINGS

2

FOR

LOCATION MAP

3

4

5

ACCEPTED :

HARDEMAN COUNTY

2019 CDBG APPLICATION

FORCE MAIN REPLACEMENT PROJECT

MARCH 2020

DEPOT STREET LIFT STATION FORCE MAIN

STATE HIGHWAY 125 LIFT STATION FORCE MAIN

FORCE MAIN DETAILS

THE CITY OF MIDDLETON

THE CITY OF MIDDLETON, TENNESSEE300 SOUTH MAIN STREET

MIDDLETON, TENNESSEE 38052

JACKIE COX, MAYOR

RICHIE YOPP, ALDERMAN

DAVID CALLAHAN JR., ALDERMAN

JAMES S. SIMPSON, ALDERMAN

EVAN MOTT, ALDERMAN

KEVIN SPECK, ALDERMAN

TONY DAVIS, CITY ADMINISTRATOR

TONY DAVIS, CITY ADMINISTRATOR

NASHVILLE

LIFT STATION FORCE MAIN

DEPOT STREET

LIFT STATION FORCE MAIN

STATE HIGHWAY 125

OF

LO

CATIO

N M

AP

2

RDS RLP RDS

MARCH 2020

0000000

1" = 2000'

5

FO

RCE M

AIN R

EPLACE

ME

NT P

ROJE

CT

2019 C

DB

G A

PPLIC

ATIO

NMID

DLETO

N, TE

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TH

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F MID

DLETO

N, TE

NNESSEE

Printed

By:

DRAWING NUMBER

SCALE:

CHECKED

DATE:

JOB NO.

DESIGNED DRAWN

C

1

95

8E

stablished

LL

BE

GA

Y

HU

SSE

Y

TN 37215 / 615.460.7515

AS

HVIL

LE,

206, N

UIT

E

SIK

E,

PIL

LS

BO

RO

4117 H

FO

R

RE

VISIO

NS:

AS REQD.

DEPOT LIFT STATION

CONNECT TO EXISTING

STA. 0+00

MANHOLE AS REQD.

CONNECT TO EXISTING

STA. 9+70

5' INSIDE PROPERTY LINE

5' INSIDE PROPERTY LINE

PROPOSED 4" PVC FORCE MAIN

OF

3

RDS RLP RDS

MARCH 2020

1" = 100'

5

FO

RCE M

AIN R

EPLACE

ME

NT P

ROJE

CT

2019 C

DB

G A

PPLIC

ATIO

NMID

DLETO

N, TE

NNESSEE

TH

E CIT

Y O

F MID

DLETO

N, TE

NNESSEE

DEP

OT S

TR

EET LIF

T S

TATIO

N F

OR

CE M

AIN

SEE SHEET 3A

(BORE & JACK)

STEEL CASING PIPE

110 LF OF 8"

INSTALL :

919100303

Printed

By:

DRAWING NUMBER

SCALE:

CHECKED

DATE:

JOB NO.

DESIGNED DRAWN

C

1

95

8E

stablished

LL

BE

GA

Y

HU

SSE

Y

TN 37215 / 615.460.7515

AS

HVIL

LE,

206, N

UIT

E

SIK

E,

PIL

LS

BO

RO

4117 H

FO

R

RE

VISIO

NS:

ST

AT

E

HIG

HW

AY

125

ST

AT

E

HIG

HW

AY

125

DO

GW

OO

D

AVE.

CA

MIL

LIA

BLUEBIRD AVE

BL

UE

BIR

D

AV

E

FLORIDA AVE.

FLORIDA AVE.

DEPOT STREET

GR

AN

T

ST

RE

ET

MAGNOLIA AVE

COTTONWOOD AVE

NORFORK SOUTHERN RAILROAD

NORFORK SOUTHERN RAILROAD

Printed

By:

DRAWING NUMBER

SCALE:

CHECKED

DATE:

JOB NO.

DESIGNED DRAWN

C

1

95

8E

stablished

LL

BE

GA

Y

HU

SSE

Y

TN 37215 / 615.460.7515

AS

HVIL

LE,

206, N

UIT

E

SIK

E,

PIL

LS

BO

RO

4117 H

FO

R

RE

VISIO

NS:

CONC.

18"RCP

GRAVEL

GRAVEL

RIXIE

DB. G16, PG. 614

SHELLYDB. 101, PG. 567

S & H PARTNERS DB. 100, PG. 288

RIG

HT-

OF-

WA

Y

RAILROAD SPIKE IN

POWER POLE

ELEV.=410.72'

T.B.M.

409

410

411

411

410

409

408

407

407

406

405

404

403 403

402

405

407

410

410409

409

410

412

411

410

410

409

400

408

1" IRON PIPE

FOUND

1" IRON PIPE

FOUND

EXISTING

SIGNAL CASE

CROSSING NUMBER 732 068K

IE=406.02

SSMH

TOC.=410.22

SHED

CONC.

IE=402.52IE=404.27

IE=404.56 IE=404.41

SSMH

TOC.=410.36

IE=404.60

IE=409.34

1 1/2" IRON PIPE

FOUND

RAILROAD TRACK

RAILROAD SPIKE

FOUND

1" IRON PIPE

FOUND

REFERNCE POINT #2

40P NAIL SET

N=278859.8830

E=1103635.0400

ELEV.=417.06

N: 278216.2147

E: 1103226.8927

LIFT STATION

REFERNCE POINT #1

40P NAIL SET

N=278615.6467

E=1103549.1839

ELEV.=408.59

EXISTING

SIGNAL CASE

MP 482.50A

SIGN(TYP.)

CONC.

RAMP

NORFOLK RAILROAD PROPERTY

JAYS ALANO AVE.NORFORK SOUTHERN RAILROAD

COTTONWOOD AVE.

DOGWOOD AVE.

CA

MIL

LIA

N

MAIN

ST

RE

ET

NORFOLK RAILROAD PROPERTY100.0

0

4. ACCORDING TO RULE 0820-03-.06 (MAPS AND MAPPING)

PARAGRAPH (5) OF THE STANDARDS OF PRACTICE, TENNESSEE

LAND SURVEYOR'S LAWS AND REGULATIONS, HAVING AN EFFECTIVE

DATE OF MARCH 17, 2011. "ELECTRONIC SURVEY DOCUMENTS

SUCH AS CAD FILES, PDF COPIES AND WORD PROCESSOR DOCUMENTS

OR OTHER EMAILED OR DIGITALLY COPIED AND/OR DIGITALLY COPIED

AND/OR OTHER ELECTRONICALLY FORWARD INFORMATION AND

DOCUMENTS ARE CONSIDERED "PRELIMINARY" OR "DRAFT DOCUMENTS."

ORIGINAL STAMPED AND SIGNED DOCUMENT IS ON FILE AT THIS

SURVEYOR'S OFFICE

1. FIELD WORK FOR THIS SURVEY WAS PERFORMED WITH A COMBINATION

OF TOPCON DUAL FREQUENCY GPS EQUIPMENT, A TOPCON 5 SECOND

ELECTRONIC TOTAL STATION AND A SPECTRA PRECISION DATA

COLLECTOR. THE TYPE OF SURVEY WAS "RTK" REAL TIME KINEMATIC

USING TOPCON GPS EQUIPMENT WITH A "RPA" RELATIVE POSITIONAL

ACCURACY OF (10mm + 1ppm x Distance = Horizontal) AND

(15mm + 1ppm x Distance = Vertical).

2. CONTOUR INTERVALS = 1 FOOT

NOTES:

3. UNDERGROUND UTILITIES EXIST IN THIS AREA, BUT ACCORDING TO THE

MIDDLETON UTILITY DISTRICT, THESE LINES ARE UN-LOCATABLE IT IS THE

RESPONSIBILITY OF ANY INTERESTED PARTY TO MAINTAIN THE INTEGRITY

OF ALL UNDERGROUND UTILITIES. THIS SURVEYOR ACCEPTS NO LIABILITY

FOR THE DAMAGE OF ANY UNDERGROUND OR ABOVEGROUND UTILITIES.

400

405

410

415

420

400

405

410

415

420

-0+50 0+00 0+50 1+00 1+50 2+00

18"

RC

PR.O.W.

R.O.W.

OF

3A

RDS RLP RDS

JUNE 2020

5

FO

RCE M

AIN R

EPLACE

ME

NT P

ROJE

CT

2019 C

DB

G A

PPLIC

ATIO

NMID

DLETO

N, TE

NNESSEE

TH

E CIT

Y O

F MID

DLETO

N, TE

NNESSEE

1" = 4' VERT.

1" = 40' HORZ.

RAIL

RO

AD B

OR

E

100.00'

50.00'50.00'

EL. 403.34

TOP OF CASING PIPEEL. 405.75

TOP OF CASING PIPE

6.6

2'

3.7

8'

4.8

9'

4.9

1'

90.0

119°

E=1103740.00

N=278717.16

STA. 1+42 (PROFILE)

E=1103716.40

N=278577.18

STA. 0+00 (PROFILE)

MILE MARK 482.52

(BORE AND JACK)

PROPOSED 8" STEEL CASING PIPE SEAL CASING

END CASING PIPE

STA. 120+00

SEAL CASING

BEGIN CASING PIPE

STA. 0+10

SEAL CASING PIPE

SEAL CASING PIPE

SEE SHEET 3

PROPOSED 4" PVC FORCE MAIN

SEE SHEET 3

PROPOSED 4" PVC FORCE MAIN

SEE SHEET 3

PROPOSED 4" PVC FORCE MAIN

CE

NT

ER

OF

TR

AC

KS

110.00' OF 8" STEEL

CASING PIPE @ 2.19%

919100303

REGISTERED LAND SURVEYORS

JOHNSON AND ASSOCIATES816 DAVID CROCKETT HWY.

TENNESSEE 37398WINCHESTER

TEL. (931)967-8889 OFFICE

(931)967-9195 HOME

SURVEY PROVIDED BY

LIFT STATION AS REQD.

STATE HIGHWAY 125

CONNECT TO EXISTING

STA. 0+00

MANHOLE AS REQD.

CONNECT TO EXISTING

STA. 24+95

5' INSIDE PROPERTY LINE

5' INSIDE PROPERTY LINE

5' INSIDE PROPERTY LINE

5' INSIDE PROPERTY LINE

5' INSIDE PROPERTY LINE

5' INSIDE PROPERTY LINE

PROPOSED 4" PVC FORCE MAIN

(BORE & JACK)

STEEL CASING PIPE

70 LF OF 8"

INSTALL :

OF

4

RDS RLP RDS

MARCH 2020

0000000

1" = 100'

5

FO

RCE M

AIN R

EPLACE

ME

NT P

ROJE

CT

2019 C

DB

G A

PPLIC

ATIO

NMID

DLETO

N, TE

NNESSEE

TH

E CIT

Y O

F MID

DLETO

N, TE

NNESSEE

STATE HIG

HW

AY 1

25 LIF

T S

TATIO

N F

OR

CE M

AIN

5' INSIDE R.O.W.

5' INSIDE R.O.W.

5' INSIDE R.O.W.

(BORE & JACK)

STEEL CASING PIPE

80 LF OF 8"

INSTALL :

Printed

By:

DRAWING NUMBER

SCALE:

CHECKED

DATE:

JOB NO.

DESIGNED DRAWN

C

1

95

8E

stablished

LL

BE

GA

Y

HU

SSE

Y

TN 37215 / 615.460.7515

AS

HVIL

LE,

206, N

UIT

E

SIK

E,

PIL

LS

BO

RO

4117 H

FO

R

RE

VISIO

NS:

ST

AT

E

HIG

HW

AY

125

ST

AT

E

HIG

HW

AY

125

W TENNESSEE

E TENNESSEE

STATE HIGHWAY 57

STATE HIGHWAY 57

PROPOSED LINE PROPOSED LINE

IN ROCK IN EARTH

MIN.

MIN.

MIN.

MIN.

MIN.

2500 PSI

CONCRETE

CRUSHED STONE OR

2500 PSI CONCRETE

AS DIRECTED2500 PSI

CONCRETE

ROCK

RIP-RAPCREEK BED CREEK BED

EARTH

COMPACTED EARTH

NO SCALE

CREEK CROSSING DETAILS

18"

MIN.

6"

6"

3'-

0"

MIN.

12"

6"

6"

NO SCALE

FORCE MAIN CONNECTION DETAIL

PROPOSED FORCE MAIN

( SIZE AS REQD. )

O-RING GASKET

NON-SHRINK GROUT

AS REQD.

MANHOLE

LINE OUT

SHAPE INVERT

OR PAVEMENT

EXISTING GRADE

12"

MA

X.

NO SCALE

AIR RELEASE VALVE DETAILNO SCALE

TOP SLAB DETAIL

FORCE MAIN

#4 BARS w/6" OVERLAP

AROUND MANHOLE LID

#4 BARS w/18"

OVERLAP

#4 BARS @

9" E.W.

NOTE :

FOR 4'-0" MANHOLE USE

2-#4 BARS @ 3" AROUND

LID ASSEMBLY

#4 BARS @ 12"

3 - #4 BARS @ 6"

SEE "TOP SLAB" DETAIL

FOR REINFORCING

OR PAVEMENT

FINISHED GRADE

OR PAVEMENT

EXISTING GRADE

SECTIONS

PRECAST MANHOLE

FORCE MAIN

( BRACE AS REQD. )

AIR RELEASE VALVE

GATE VALVE

STEPS

MANHOLE

( NON-STREET LOCATIONS ) OR EQUAL.

TYPE R-1787 MANHOLE FRAME AND VENTED LID

w/TYPE "E" LID ( STREET LOCATION ).

NEENAH TYPE R-1040-400 LB. MANHOLE FRAME

10"

5'-

0"

MIN.

12"

18"

4'-0"

6"

MIN.

4"

MIN.

4"

MIN.

HEAPED BACKFILL

( NO TAMPING REQD. )

BACKFILL TO BE MECHANICALLY

PROPOSED LINEPROPOSED LINE

BASE COURSE FOR PAVING

SEE "PAVEMENT REPLACEMENT"

DETAILS THIS SHEET

DETECTION TAPE

( 12" MAX. DEPTH )

DETECTION TAPE

( 12" MAX. DEPTH ) DETECTION TAPE

( 12" MAX. DEPTH )

METHOD "A" METHOD "B" METHOD "C"

( IN OPEN TERRAIN ) ( UNDER SIDEWALKS &

UNPAVED DRIVEWAYS )

( UNDER PAVED STREETS,

ROADS & DRIVEWAYS )

NO SCALE

6"

TO 92% MAXIMUM DENSITY

COMPACTED IN APPROX. 6" LAYERS

BACKFILL TO BE MECHANICALLY

TO 95% MAXIMUM DENSITY

COMPACTED IN APPROX. 6" LAYERS

CRUSHED STONE, FINE GRAVEL

OR SAND

COMPACTED BACKFILL,

PROPOSED LINE

GRAVEL OR SAND BEDDING

CRUSHED STONE, FINEGRAVEL OR SAND BEDDING

CRUSHED STONE, FINE

GRAVEL OR SAND BEDDING

CRUSHED STONE, FINE

PIPE BEDDING & BACKFILLING DETAILS FOR PLASTIC PIPE

4"

MIN.

4"

MIN.

4"

MIN.

4"

MIN.

BACKFILL

SEE DETAIL THIS SHEET

SEE "PAVEMENT REPLACEMENT"

CRUSHED STONE OR GRAVEL

SIDE OF TRENCH SIDE OF TRENCH

CUT & SQUARED

EDGES

SAWED JOINT OR

EXISTING PAVEMENT

JOINT

MIN. 6" DENSE

GRADED AGGREGATEMIN. 6" DENSE

GRADED AGGREGATE

CONCRETE

NO SCALE

PAVEMENT REPLACEMENT DETAILS

2" MIN. THICKNESS

TO MATCH EXISTING PAVEMENT,

ASPHALTIC CONC. CLASS I,

SIDE OF TRENCH

GRAVELASPHALT

EXISTING GRAVEL EXISTING GRAVEL

STYLE

TO MATCH EXISTING

REINFORCED CONC.

MIN. 6" CLASS B

EXISTING CONC. EXISTING CONC.

4" MIN. THICKNESS

EXISTING KIND & THICKNESS,

CRUSHED STONE TO MATCH

FINISHED GRADE

SEWER LINE

FORCE MAIN

NO SCALE

30"

MIN.

AS

RE

QD.

3'-0" MIN.

DETAILS THIS SHEET

SEE "BEDDING & BACKFILLING"

SEWER & FORCE MAIN IN COMMON TRENCH

CONCRETE BLOCKING FOR FITTINGS

NO SCALEPLUG

D

T

L

TEE

T

L

T

L

90 BEND

L

T

…" x3" STEEL STRAPS

ƒ" U-BOLTS

VERTICAL BEND ANCHOR

A

A

12"

MIN.

5'-0"

VA

RIE

S

STEEL REINFORCING

BARS

MIN.

STRAIGHT PIPE ANCHOR

6"

D

L

TYPICAL SECTION

2"

MIN.

2"

MIN.

D

W

SIZE 2" 3" 4" 6" 8" 10" 12" 16" 18" 20" 24" 36"

D

L

W

T

SIZE 2" 3" 4" 6" 8" 10" 12" 16" 18" 20" 24" 36"

D

L

W

T

SIZE 2" 3" 4" 6" 8" 10" 12" 16" 18" 20" 24" 36"

D

L

W

T

SIZE 2" 3" 4" 6" 8" 10" 12" 16" 18" 20" 24" 36"

D

L

W

T

SIZE 2" 3" 4" 6" 8" 10" 12" 16" 18" 20" 24" 36"

D

L

W

T

90 BEND TEE PLUG

8"

24"

12"

16"

10"

27"

16"

18"

12" 12" 12"

30"

20"

20"

20" 20"16"

34"

34"24"

22"

48"

28"

36"

51"

40"

54"

40"

44"

70"

44"

50"

6" 6" 6" 6" 6" 8" 8" 16"

18" 20" 22" 24" 34" 40" 45" 52"

12" 14" 16" 18" 22" 25" 28" 32"

16" 16" 18" 18" 28" 33" 35" 44"

6" 6" 6" 6" 6" 8" 16" 16"

14" 16" 18" 20" 30" 36" 41" 48"

12" 14" 16" 18" 22" 25" 28" 32"

14" 14" 16" 16" 26" 31" 35" 44"

8" 10" 12" 12" 12" 16" 38" 38"

18" 20" 24" 27" 28" 30" 48" 48"

16"

16" 16"

16"

16"

20" 24" 28" 34" 48" 48"

18" 20" 22" 24" 24"

18"

18"

18" 18"

18"12" 12" 12" 12" 12"

24"

24"

24" 24"

24" 24"

30"

30"

30"

30"

30" 30" 30" 30"

30" 30"

48" 48" 48" 48"

48" 48"

8"

20"

10"

12"

6"

16"

10"

6"

18"

10"

12"

6"

14"

10"

6"

12"

10"

12"

6"

10"

8"

12"

12"

12"

6"

12"

12"

12"

16"

16"

16"

10"

12"

12"

14"

10"

8" 8" 8"

8"

8"

20"

10"

12"

6"

18"

10"

12"

6"

12"

10"

12"

8"

12"

12"

12"

16"

16"

16"

10"

11 1/4 BEND45 & 22 1/2 BEND

45 & 22 1/2 BEND

NO SCALE

AIR & VACUUM RELEASE VALVE DETAIL

#4 BARS @ 12"

3 - #4 BARS @ 6"

SEE "TOP SLAB" DETAIL

FOR REINFORCING

OR PAVEMENT

FINISHED GRADE

OR PAVEMENT

EXISTING GRADE

SECTIONS

PRECAST MANHOLE

FORCE MAIN

STEPS

MANHOLE

( NON-STREET LOCATIONS ) OR EQUAL.

TYPE R-1787 MANHOLE FRAME AND VENTED LID

w/TYPE "E" LID ( STREET LOCATION ).

NEENAH TYPE R-1040-400 LB. MANHOLE FRAME

10"

5'-

10"

MIN.

12"

18"

6"

MIN.

VALVE

( BRACE AS REQD. )

RELEASE VALVE

AIR & VACUUM

4'-0"

OF

5

RDS RLP RDS

MARCH 2020

0000000

AS SHOWN

FO

RCE M

AIN R

EPLACE

ME

NT P

ROJE

CT

2019 C

DB

G A

PPLIC

ATIO

NMID

DLETO

N, TE

NNESSEE

TH

E CIT

Y O

F MID

DLETO

N, TE

NNESSEE

5

FO

RCE M

AIN D

ETAIL

S

Printed

By:

DRAWING NUMBER

SCALE:

CHECKED

DATE:

JOB NO.

DESIGNED DRAWN

C

FO

R

RE

VISIO

NS:

1

95

8E

stablished

LL

BE

GA

Y

HU

SSE

Y

TN 37215 / 615.460.7515

AS

HVIL

LE,

206, N

UIT

E

SIK

E,

PIL

LS

BO

RO

4117 H