STATE OF NORTH CAROLINA T.I.P. NO. - NCDOT

4

56

7

9

10

11

-Y1- STA. 26+00.00END CONSTRUCTION

-L- SWEETW

ATER RD EXT

-L- SWEET

WATER RD EX

T

-Y1-

-Y1-

-Y2-

VICINITY MAP

HIC

KO

RY

CIT

Y LIMIT

S

HICKORY CITY LIM

ITS

HICKO

RY CIT

Y LIMITS

HIC

KO

RY

CIT

Y LIMIT

S

HICKORY

CITY L

IMITS

PROJECTBEGIN

PROJECTEND

SR 10

05 STA

RTO

WN

RD

SR 10

05 STA

RTO

WN

RD

-Y1- STA. 11+07.00BEGIN CONSTRUCTION

TO SR 1143

SR 1148

ROBINWOOD RD

SR 1468

TO

NC 10

TO I-40

-L- STA. 37+65.92END TIP PROJECT U-5510

8 US 70



-L- STA. 8+00.00BEGIN TIP PROJECT U-5510

CLARK'S CREEKTRIBUTARY TO

09/08/99

10/2/2017

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U-5510

SHEET NO.

U-5510 UC-1

UTILITY CONSTRUCTION PLANS

STATE OF NORTH CAROLINADIVISION OF HIGHWAYS

T.I.P. NO.

FROM US 70 TO SR 1005 (STARTOWN RD) LOCATION: SR 1468 (SWEETWATER RD) EXTENSION

CATAWBA COUNTY

DIVISION OF HIGHWAYS

SEAL

0

0

0

PROFILE (HORIZONTAL)

GRAPHIC SCALES

PLANS

PROFILE (VERTICAL)

0

00

INDEX OF SHEETS

PROFILE SHEETS

UTILITY CONSTRUCTION SHEETS

DETAILS

NOTES

UTILITY SYMBOLOGY

TITLE SHEET

DESCRIPTION: OWNERS ON PROJECT

WATER AND SEWER

XXDE

PA

RT

M

ENT OF TRANSPO

RT

ATI

ON

ST

ATE

OF

NORTH CAR

OLI

NA

BRYAN SOWELL

UTILITIES AREA COORDINATOR

PREPARED IN THE OFFICE OF

(B) SANITARY SEWER - CITY OF HICKORY

(A) WATER - CITY OF HICKORY

20 20 4010

20 4011020

24 4 8

DIVISION 12

UTILITY DESIGN ENGINEERB. CHAD HOUSER, PE

PROJECT MANAGERJIMMY TERRY PE

ENGINEERS

TGS

CORP. LICENSE NO.: C-0275

PH (704) 476-0003

SHELBY, NC 28150

804-C N. LAFAYETTE ST

TGS ENGINEERS

TYPE OF WORK: WATER AND SEWER RELOCATION

WARREN ANDERSON

DIVISION PROJECT ENGINEER

(980)552-4200SHELBY, NC 281511710 EAST MARION STREET

UC-11

UC-4

UC-5

UC-6

UC-7

UC-8UC-9

UC-10

UC-12 THRU UC-15

UC-4 THRU UC-11

UC-3A TO UC-3B

UC-3

UC-2

UC-1

SHEET NO.:

ENGINEER

P

ROF

ESSION

AL

NORT

H CAROLINA

SEAL

30499

W

0.0

0

1 1/2" P

IP

E

0.0

0

1"F

LA

T IR

ON

0.0

0

AX

LE

30.13'

32.02'

30.58'

30.30'

15.18'

29.80'

30.69'

34.9

2'

34.18'

29.9

7'

+35.4

3

+44.2

5

+75.3

6

+63.7

7

+49.73

+45.63

+05.17

+66.56

+93.03

+44.90

FCA

FCA

1165

1146

1149

1468

1005

1476

1468

1007Miller

Creek

Clark

Creek

Clark

Creek

Cline

Creek

Cline

Creek

Hildebran

Creek

Hildebran

Creek

Henry

Fork

DamGathier

DamGriffin

DamMariettaMartin-

Lake DamNewton City

Fairbrook

Newton

Pop. 12,988

1148

70

32170

321BUS

321

Clark

Creek

40

1143

NAD 83/ 20

11

10/2/2017

RFH

RWM

PWM

GV

REM WM

PS(W)

LS

LS/BP

BV

TGV

PFH

BO

RRPZ

RBFP

PRPZ

PBFP

REM FH

STATE OF NORTH CAROLINADIVISION OF HIGHWAYS

TEL PED

AR

UV

CP

SP

PS(SS)

8/21/

2017

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AM

5/14/99 SHEET NO.PROJECT REFERENCE NO.

11‚ Degree Bend

22• Degree Bend

45 Degree Bend

90 Degree Bend

Plug

Cross

Tee

Reducer

Relocate Fire Hydrant

Relocate Water Meter

Gate Valve

Remove Water Meter

Line Stop

Line Stop with Bypass

Butterfly Valve

Tapping Valve

Blow Off

Relocate DCV Backflow Preventer

Relocate RPZ Backflow Preventer

Remove Fire Hydrant

UTILITIES PLAN SHEET SYMBOLS

Power Pole

Telephone Pole

Joint Use Pole

Telephone Pedestal

PROPOSED WATER SYMBOLS

Water Line (Sized as Shown)

Water Meter

Fire Hydrant

Water Pump Station

RPZ Backflow Preventer

DCV Backflow Preventer

(Sized per Note)

Manhole

Sewer Pump Station

PROPOSED SEWER SYMBOLS

(Sized as Shown)

Gravity Sewer Line

(Sized as Shown)

Force Main Sewer LineE.O.I.

AATUR

HH

T

C

A/G Gas

A/G Sanitary Sewer

A/G Water

T

WP

T

UC-2

Utility Pole with Base

Underground Power Line

U-5510

Thrust Block

NOTE

Trenchless Installation

Encasement by Open Cut

Encasement

PAY ITEM

Plan Note

Pay Item Note

Underground Telephone Cable

Underground Telephone Conduit

Underground Fiber Optics Telephone Cable

Aboveground Water Line

Underground TV Cable

Underground Water Line

Underground Fiber Optics TV Cable

Underground Gas Pipeline

Aboveground Gas Pipeline

Underground Gravity Sanitary Sewer Line

Aboveground Gravity Sanitary Sewer Line

Underground SS Forced Main Line

Underground Unknown Utility Line

*

*

*

*

*

*

*

*

*

*

Water Manhole

Power Manhole

Telephone Manhole

Sanitary Sewer Manhole

SUE Test Hole

H-Frame Pole

Hand Hole for Cable

Power Transformer

Telephone Pedestal

CATV Pedestal

Gas Valve

Gas Meter

Located Miscellaneous Utility Object

Abandoned According to Utility Records

End of Information

Power Transmission Line Tower

*

(Type as Shown)

Utility Line Drawn from Record

(Type as Shown)

Designated Utility Line

(Type as Shown)

Utility Line by Others

Air Release Valve

Utility Vault

Concrete Pier

Steel Pier

For Existing Utilities

PROPOSED MISCELLANOUS UTILITIES SYMBOLS

EXISTING UTILITIES SYMBOLS

REV: 2/1/2012

Sanitary Sewer Cleanout

Fire Hydrant

Water Valve

Water Meter

Power Pole

Telephone Pole

Joint Use Pole

Utility Pole

5/14/99

10/2/2017

UTILITY CONSTRUCTION

PLANS ONLY


TRANSPORTATION

DEPARTMENT OF

NORTH CAROLINA

REVISED:

APPROVED BY:

CHECKED BY:

DESIGNED BY:

PROJECT REFERENCE NO.

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DRAWN BY:

SHEET NO.

HIGHWAY DIVISION 12

FAX:(704)480-5401

PHONE:(980)552-4200

STANDARD 203.

COATED IN ACCORDANCE WITH AWWA

THE OUTSIDE OF THE PIPE SHALL BE

TO ASTM DESIGNATION 139, GRADE B.

WALL WELDED STEEL CONFORMING

BE MINIMUM 1/4-INCH THICK SMOOTH

5. ALL ENCASEMENT PIPES SHALL

RESILIENT WEDGE GATE VALVES.

4. ALL VALVES 12" AND UNDER SHALL BE

ORDER TO PERFORM SPECIFIC WORK.

VALVES FOR SERVICE INTERRUPTION IN

OWNER TO CONDUCT STRATEGIC OPERATION OF

CONTRACTOR SHALL CONTACT THE UTILITY

VALVES ON THE EXISTING UTILITY SYSTEMS.

9. CONTRACTOR SHALL NOT OPERATE ANY

ENGINEER

P

ROF

ESSIO

NAL

NORT

H CAROLIN

A

SEAL

30499

UC-3

STRUCTURES" DATED JANUARY 2012.

SPECIFICATIONS FOR ROADS AND

TRANSPORTATION'S "STANDARD

OF THE NC DEPARTMENT OF

SHALL MEET THE APPLICABLE REQUIREMENTS

1. THE PROPOSED UTILITY CONSTRUCTION

DEPARTMENT.

ALLOWED, BUT ARE NOT BINDING UPON THE

OR IS SECONDARY TO THIS CONTRACT ARE

WORK THAT IS NOT PART OF THIS CONTRACT

UTILITY OWNER AND CONTRACTOR FOR THE

ENGINEER. AGREEMENTS BETWEEN THE

CONTRACT UNLESS AUTHORIZED BY THE

NOT BINDING UPON THE DEPARTMENT OR THIS

THE CONTRACTOR AND UTILITY OWNER ARE

COMMUNICATIONS AND DECISIONS BETWEEN

ADMINISTRATIVE AUTHORITY.

CONSTRUCTION CONTRACT AND HAS

THE DEPARTMENT. THE DEPARTMENT OWNS THE

UTILITY FACILITIES AFTER ACCEPTANCE BY

UTILITY FACILITIES AND WILL OWN THE NEW

4. THE UTILITY OWNER OWNS THE EXISTING

INSPECTION OF CONSTRUCTION AND TESTING.

PROGRESS AND PROVIDE OPPORTUNITY FOR

REPRESENTATIVES INFORMED OF WORK

INTERRUPTION. KEEP UTILITY OWNERS'

AND ONE WEEK PRIOR TO SERVICE

WEEKS PRIOR TO COMMENCEMENT OF ANY WORK

PERSONNEL AND THE UTILITY OWNER TWO

CONSTRUCTION. NOTIFY DEPARTMENT

REPRESENTATIVES TO ALL PHASES OF

PERSONNEL AND THE OWNER'S

5. PROVIDE ACCESS FOR THE DEPARTMENT

GENERAL NOTES:

DIRECTED.

FIT THE ACTUAL CONDITIONS, OR AS

INDICATED ON THE PLANS, AS REQUIRED TO

WORK TO THE EXISTING SYSTEM WHERE

7. MAKE FINAL CONNECTIONS OF THE NEW

STANDARD SPECIFICATIONS.

RECORDS" IN SECTION 1500 OF THE

PROJECT. SEE 1500-7, " SUBMITTALS AND

APPROVED PRIOR TO DELIVERY TO THE

9. ALL UTILITY MATERIALS SHALL BE

NECESSARY.

WEEKENDS, AT NIGHT, AND ON HOLIDAYS IF

REQUIREMENTS. MAKE CONNECTIONS ON

ACCORDANCE WITH THE UTILITY OWNER'S

ENDANGERING THE UTILITY SERVICE, AND IN

CONVENIENT TO THE PUBLIC, WITHOUT

AND PROPOSED UTILITIES AT TIMES MOST

8. MAKE CONNECTIONS BETWEEN EXISTING

PROJECT SPECIFIC NOTES:


APPLICABLE PLUMBING CODES.

PERFORM ALL WORK IN ACCORDANCE WITH THE

RESOURCES, WATER QUALITY SECTION.

ENVIRONMENT QUALITY, DIVISION OF WATER

NORTH CAROLINA DEPARTMENT OF

OF THE RULES AND REGULATIONS OF THE

LINES TO BE INSTALLED WITHIN COMPLIANCE

PUBLIC WATER SUPPLY SECTION. ALL SEWER

DIVISION OF WATER RESOURCES,

DEPARTMENT OF ENVIRONMENTAL QUALITY,

REGULATIONS OF THE NORTH CAROLINA

WITHIN COMPLIANCE OF THE RULES AND

3. ALL WATER LINES TO BE INSTALLED COST TO THE DEPARTMENT.

OR BETTER CONDITION AT NO ADDITIONAL

TO EXISTING FACILITIES TO THE ORIGINAL

FACILITIES. REPAIR ANY DAMAGE INCURRED

AND FOR AVOIDING DAMAGE TO EXISTING

CONSTRUCTION OF THE PROPOSED UTILITIES

FACILITIES AS NECESSARY FOR THE

AND TYPE MATERIAL OF THE EXISTING

DETERMINING THE EXACT LOCATION, SIZE,

UTILITIES. MAKE INVESTIGATIONS FOR

TYPE OF MATERIAL FOR ALL EXISTING

INFORMATION FOR THE LOCATION, SIZE, AND

6. THE PLANS DEPICT THE BEST AVAILABLE

THE CITY OF HICKORY .

2. THE EXISTING UTILITIES BELONG TO / AWWA C104.

ANSI A21.10 / AWWA C110 AND ANSI A21.4

RESTRAINED JOINT IN ACCORDANCE WITH

BE PRESSURE CLASS 350 DUCTILE IRON

THROUGH 24- INCHES IN DIAMETER, SHALL

2. ALL WATER LINE FITTINGS 8-INCHES

PRESSURE CLASS 350.

DIAMETER SHALL BE DUCTILE IRON

8-INCHES THROUGH 12-INCHES IN

1. ALL PROPOSED WATER LINE LINE

WITHIN 10 FEET OF EACH OTHER.

WHERE THE WATER LINE AND GAS LINE ARE

10' EACH SIDE OF GAS LINE CROSSINGS AND

WRAPPED IN POLYETHYLENE ENCASEMENT FOR

6. PROPOSED WATER LINES SHALL BE

WATER METERS TO THE UTILITY OWNER.

7. CONTRACTOR SHALL RETURN ALL REMOVED

MADE AS NECESSARY.

EXISTING WATER LINE WHERE TIE-INS ARE

8. PROVIDE THRUST RESTRAINT ON THE

METHOD OF PIPE BENDING.

PIPE MATERIAL IS NOT AN ACCEPTABLE

DEFLECTION OF THE PIPE JOINTS ON PVC

FITTINGS AND A RADIAL BEND OF THE PIPE.

STRINGENT) - OR A COMBINATION OF BEND

SPECIFICATIONS (WHICHEVER IS MORE

ACCORDANCE WITH PIPE MANUFACTURER'S

OF THE PIPE AS NOTED ON THE PLANS OR IN

SHALL BE CONSTRUCTED BY A RADIAL BEND

22.5, OR 11.25 DEGREE BEND FITTING,

SPECIFICALLY CALLED OUT WITH A 90, 45,

10. ANY BENDS OF PVC WATER PIPE NOT

OTHERWISE SPECIFIED .

SEWER SHALL BE SDR 35 PVC UNLESS

3. ALL PROPOSED 8-INCH GRAVITY

U-5510

BCHBCHJLT

10/2/2017

5/14/99

UC-3A

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APPROVED BY:

CHECKED BY:


TRANSPORTATION

DEPARTMENT OF

NORTH CAROLINA

PLANS ONLY


DRAWN BY:

DESIGNED BY:

SHEET NO.

10/2/2017

2:1

3:0

0

PM

REVISED:

HIGHWAY DIVISION 12

FAX:(704)480-5401

PHONE:(980)552-4200

DETAILS

CONSTRUCTION

UTILITY

ENGINEER

P

ROF

ESSIO

NAL

NORT

H CAROLIN

A

SEAL

30499

U-5510

BCHBCHJLT

10/2/2017

5/14/99

PROJECT TYPICAL DETAILS

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APPROVED BY:

CHECKED BY:


TRANSPORTATION

DEPARTMENT OF

NORTH CAROLINA

PLANS ONLY



DRAWN BY:

DESIGNED BY:

SHEET NO.

10/2/2017

2:1

4:1

9

PM

REVISED:

HIGHWAY DIVISION 12

FAX:(704)480-5401

PHONE:(980)552-4200

UC-3B

ENGINEER

P

ROF

ESSIO

NAL

NORT

H CAROLIN

A

SEAL

30499

U-5510

BCHBCHJLT

10/2/2017

02

01

PI Sta 11+32.84

D

L = 87.27'

T = 43.86'

R = 350.00'

PI Sta 13+10.29

D

L = 165.64'

T = 83.48'

R = 540.00'

-L-POT 8+00.00

-L-PC 10+88.98

-L-PT 11+76.25

+90

18'

12'

+70

12'

12'

+46.9

6

+75.42

12'

25'TYP.

+85

-L- CURVE DATA

01

00

02

01

-Y1-PT 17+40.23

-L-PC 12+26.81

10:1

10:1

2'OFFSET40'R

12'

10:1

4' OFFSET70'R

+35.8

5

+36.86

24'

10:1

4' OFFSET

45'R

40'R

BEGIN C&G

+90.32

36'

10:1

BEGIN FDPS+70.32

02

01

01

00

24'

10:1

4' OFFSET

45'R

+70.8

2

30'

10:1

12'

12'

12'

12'

10:1

+98.2

5

PROP. 5' SIDEWALK

-L-POT 12+04.20 =

-Y1-POT 19+19.19

GRAVEL DR.PROP. 14'

75' TA

PER

SE = 0.01 SE = 0.01

10+00

APRON

ASPHALT

PROP.

POLE

DISTURB

DO NOT

BY NCDOT

REMOVE

20+00

CR

CR

& SIDEWALK

BEGIN C&G

+42.24

-L- STA 8+00.00

BEGIN TIP PROJECT U-5510

36'

36'

10.8'

90' TAPER

TO EXIS

T.

9.3'

170' TAP

ER TO EXIS

T.

APRONPROP. ASPHALT

CC

CC

BY NCDOTREMOVE

BY OTHERS

RELOCATE

BY OTHERS

RELOCATE

15" RCP

15" RCP

13' G

RA

VE

L

DR

GR

AVE

L

DR

EIP

EIP

EIP

S 25°14'5

2" W

170.08' (R

/W-EIP)

167.31' (EIP

-EIP)

EIP

EIP

EIP

S 64°5

8'5

0" E

S 53°19'5

2" E

118.2

7' (R

/W-

EIP)

103.2

2' (E

IP-

EIP)

255.7

7' (R

/W-

CO

R)

243.6

4' (E

IP-

CO

R)

SAPLING

CYPRESS

SAPLING

SWEET GUMSAPLING

HOLLY

18" RCP

15" C

MP

HO

US

E

TR

AIL

ER

SHED

12" RCP

15" R

CP

13' CONC DR

15" R

CP

9' GRAVEL DR

BS

T

HO

US

E

TR

AIL

ER

(DA

TU

R)

(DATUR)

(DATUR)

(DA

TU

R)

DB 1101 PG 225

SHARON P. MULL

JOHN P. &

PB 5 PG 109

DB 1776 PG 445

ANGELA S. TRAVIS

JOHN E. &

DB 1586 PG 427

BOBBY C. THOMPSON

DB 1586 PG 427

BOBBY C. THOMPSON

DB 2568 PG 1

BOWMAN RENTALS, LLC

1SBD

MYRTLECREPE

36" OAK

36" OAK

48" OAK

GRAVEL DR

MYRTLECREPE

1SFD

SW-5

HEDGE ROWW/ BASE

1SFD

SHED

1SBLK

TANK

A/G

21' BST

SR1148 R

OBINWOOD R

D

BST DR.

SR 10

05 S

TA

RT

OW

N

RD (2

4' B

ST)

SCATTERED TREES

GRASS FIELD

SHED

WD DECK

BM-1

DB 1872 PG 173THOMPSON

BOBBY COWLES

PB 5 PG 109

DB 2853 PG 44

MICHAEL JOHN BOOTH

SHANE D. LEDFORD &

DB 2222 PG 181

BEVERLY S. BARGER

GLENN E. &

N 29°48'37" E

181.48' (EIP-EIP)

180.59' (RW-EIP)

N 40°00'41" E149.72' (EIP-COR)147.91' (RW-COR)

32.02'

15.18'

29.80'

+63.7

7

+45.63

+44.90

SR 10

05 S

TA

RT

OW

N

RD (2

4' B

ST)

DR14' GRAVEL

COLLAR AND EXTEND

RETAIN

REMOVE

REMOVE

RE

MO

VE

RE

MO

VE

RE

MO

VE

402

401

CB

CB

SEE DETAIL 'B'

15"

18"

18"

15"

DETAIL 'D'SEE

SEE DETAIL 'E'

15"

407

406

404 405

403

SPECIAL CUT DITCH

DETAIL B

RCP-IV

18"

DDE: EST. 70 CY

(SEE DITCH GRADES, SHEETS 17 & 18)

-Y1- STA. 15+50 TO 17+50 RT

DETAIL 'A'SEE

REMOVE

408

15" SEE DETAIL 'X'

2GI

SO

18" RCP-IV

LATERAL BASE DITCH

DETAIL A

DDE: EST. 15 CY(SEE -Y1- X-SECTIONS, SHEET X-23)FROM -Y1- STA. 19+84 TO 20+50 LT

F

F

C

F

F

F

F

FC

CC

F

F

F

C

C

C

F

C

C

C

C

C

C

C

30.00'

+88.98

30.00'

+40.00

50.00'

+40.23

50.00'

+15.001

2

3

4

5

7

65.00'

+40.23

30.00'

+00.00

30.00'

+00.00

14

30.00'

+88.98

43.42'

+61.63

65.00'

+35.96

68.83'

+42.28

14.74'

+00.00

15.26'

+00.00

30.00'

+62.45

50.00'

+61.58

28.85'

+69.90

30.00'

+01.60

60.44'

+40.00

43.21'

+15.00

71.59'

+73.07

50.00'

+44.60

ENGINEERS

TGS


PH (704) 476-0003

SHELBY, NC 28150


TGS ENGINEERS

NAD 83/ 2011

MA

TC

H

TO

SH

EET U

C-5

MA

TC

H

LIN

E STA. -L- 13

+40.0

0

10/2/2017

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DESIGNED BY:

DRAWN BY:

CHECKED BY:

APPROVED BY:


TRANSPORTATION

DEPARTMENT OF

NORTH CAROLINA

PLANS ONLY


REVISED:

DOCUMENT NOT CONSIDERED FINAL

UNLESS ALL SIGNATURES COMPLETED

UC-4

DO NOT USE FOR CONSTRUCTION

PRELIMINARY PLANS

U-5510

BCH

BCH

JLTMATCH TO UC-10

MATCH LINE STA. -Y1- 17+40.00

MATCH TO SHEET UC-11

MATCH LINE STA. -Y1- 21+00.00

HIGHWAY DIVISION 12

FAX:(704)480-5401

PHONE:(980)552-4200

ENGINEER

P

ROF

ESSIO

NAL

NORT

H CAROLINA

SEAL

30499

W/

LT

W/ LT

W/ LT

TT

S

12" D

IP

PFHTGV

PROP. 1 FIRE HYDRANT

PROP. 1 - ADJUST WATER VALVE

BEND

HORIZ.

11.25° PROP. 1 - 12" TAPPING VALVE

12" WATER LINE

TIE TO EXISTING

12" WATER LINE

PROP. 125 LF

0+00 0+20 0+400+60

0+801+00

1+20

0+00 0+20 0+400+60

0+801+00

1+2012"x6" TEE

6" VALVE

will vary based on field conditions.

actual quantity and type of fittings

plan sheet is 600 pounds. The

Iron Water Pipe Fitting on this

The estimated quantity of Ductile

10/2/2017

02

01

18'

12'

12'

12'

12'

12'

PROP. 2'-6" C&G

PROP. 2'-6" C&G

107' TAPER

12'

PROP. 2'-6" C&G

PROP. 2'-6" C&G25'TYP.

+50

0403

0201

00

-L-PC 18+51.60

PI Sta 21+72.71

-L- CURVE DATA

KLAWEDIS '5 .PORP

02 01

25'TYP.

+34.9

3

12'

12'

100' TAPER

+09

15+00

20+00

GR

AVEL D

R.

PR

OP.

100' TAPER

+02+02

+09

+02

207' TAPER

18'

30'

30'

18'

PROP. 5' SIDEWALK

-L-PT 13+92.45

DS = 40 MPH

N 25

°10'59" E

48.23'

S 23

°47'26

" W

11.00'

S 64°0

6'4

1" E

30.10'

S 53°26'04" W

454.51'

AXLE

REB

AR

EIP

EIP

72" CHL W/ 3SBW

72" C

HL

W/ 3S

BW

10' S

OIL D

R

(DATUR)

72" CHL W/ 3SBW

DB 1883 PG 1159COMMUNITY COLLEGE

CATAWBA VALLEY


CATAWBA VALLEY

SW-6

SW-7

SW-8

HT

R

SH

ED

SH

ED

KE

NN

EL

WOODS

BST DRIVE

GRAVEL DR

WOODS

DB 1872 PG 173

BOBBY COWLES THOMPSON

DB 1586 PG 427

BOBBY C. THOMPSON

DB 18

72 P

G 17

3

BO

BB

Y

CO

WL

ES

TH

OM

PS

ON

N 53°15'10" E

461.60'

N 25

°15'31"

E

18.34'

N 64°0

4'11" W

96.8

3'

DB 2534 PG 1619

ELECTRIC TRANSPORTATION CORRIDOR

DUKE ENERGY

0.0

01 1/2" PIP

E

0.0

01"FLAT IR

ON

0.0

0AXLE

N 25°14'07" E

214.89' (REBAR-AXLE)

214.89' (RW-AXLE)

N 29

°48'37

" E

181.48' (

EIP-EIP)

180.59' (

RW-EIP

)

S 66°16'3

7" E

134.4

8'

S 66°16'3

7" E

139.7

3'

N 68°5

9'4

6" W

60.0

7'

S 51°0

9'5

4" E

98.0

5'

N 51°0

9'5

4" W

33.18'

WOODS

WOODS

WOODS

SEE DETAIL 'H'

SEE DETAIL 'F'

ELBOW

SEE DETAIL 'F'

SEE DETAIL 'C'

502

505

CBCB

CB

CB

30" RC

P-IV

SEE DETAIL 'F'18

" RC

P-IV

504

503

AND SLEEVE GASKETSLUG CONNECTORS 15" CSP WITH ROD &

GEOTEXTILE: EST. 325 SY

CLASS B RIPRAP: EST. 140 TONS

(SEE -L- XSCs)

FROM -L- STA. 18+50 TO 22+75 RT

501

BDO

SPECIAL LATERAL 'V' DITCH

ELB

18" RCP-IV 24" RCP-IV

30" RCP-IV

C

F

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

F

F

F

F

30.00'

+51.60

30.00'

+51.60

6

67

50.00'

+02.00

30.00'

+09.00

70.00'

+03.00

50.00'

+10.00

50.00'

+51.60

5

7

85.00'

+50.00

50.00'

+92.45

69.47'

+40.06

30.00'

+16.67

51.22'

+70.87'

83.56'

+64.29

ENGINEERS

TGS


PH (704) 476-0003

SHELBY, NC 28150


TGS ENGINEERS

NAD 83/ 2011

MA

TC

H

TO

SH

EET U

C-4

MA

TC

H

LIN

E STA. -L- 13

+40.0

0



MA

TC

H

TO

SH

EET U

C-6

MA

TC

H

LIN

E STA. -

L- 19

+00.0

0

10/2/2017

X:\

NC

DO

T\

U-5510\

Utilities\

Rdy_

Ut\

Proj\

SR

E_

UC_psh05.d

gn

2:1

9:2

1 P

M5/14/99 SHEET NO.PROJECT REFERENCE NO.

DESIGNED BY:

DRAWN BY:

CHECKED BY:

APPROVED BY:

TRANSPORTATION

DEPARTMENT OF

NORTH CAROLINA

PLANS ONLY


REVISED:

UTILITY CONSTRUCTIONUC-5U-5510

BCH

BCH

JLT

HIGHWAY DIVISION 12

FAX:(704)480-5401

PHONE:(980)552-4200

ENGINEER

P

ROF

ESSIO

NAL

NORT

H CAROLINA

SEAL

30499

W/ LT

PFH

GV

PROP. 1 FIRE HYDRANT

12" WATER LINE

PROP. 565 LF

PROP. 1 - 12" VALVE12"x8" TEE

1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+803+00

3+203+40

3+603+80

4+00 4+20 4+40 4+60 4+805+00 5+20 5+40 5+60 5+80 6+00 6+20 6+40 6+60 6+80

1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+803+00

3+203+40

3+603+80

4+00 4+20 4+40 4+60 4+805+00 5+20 5+40 5+60 5+80 6+00 6+20 6+40 6+60 6+80

8" VALVE

8" WATER LINE

PROP. 55 LF

8"x6" REDUCER

6" VALVE






10/2/2017

G&C "6-'2

.PORP

G&C "6-'2

.PORP

12'

12'

12'

12'

KLAWEDIS '5

.PORP

G&C "6-'2 .PORP

G&C "6-'2 .P

ORP

20+00

PI Sta 21+72.71

-L- CURVE DATA

04

+15.0

7

KLAWEDIS '5 .PORP G&C "6-'2 .PORP

G&C "6-'2 .PORP

12'

12'

25'T

YP.

DS = 40 MPH

(DAT

UR)

(DA

TU

R)

(DATUR)

(DATUR)


CATAWBA VALLEY


CATAWBA VALLEY

SW-9

SW-10

GOLF COURSE

WOODS

WOODS

N 52°45'40" E 1013.08'

DB 2534 PG 1619

ELECTRIC TRANSPORTATION CORRIDOR

DUKE ENERGY

SEE DETAIL 'H'

ELBOW

602

601

603

CBCB

BDO

SEE DETAIL 'I'

GRADE TO DRAIN

GEOTEXTILE: EST. 10 SYCLASS B RIP RAP: EST. 5 TONSCUT TO FILL TRANSITION




(SEE -L- XSCs)

FROM -L- STA. 18+50 TO 22+75 RT

DDE: EST. 100 CY



(SEE -L- XSCs)

FROM -L- STA. 22+75 RT TO 24+45 RT

DETAIL 'J'SEE

ELB

30" RCP-IV

30" RCP-IV

30" RCP-IV

30" RCP-IV

PSRM: ES

T. 40

SY

SEE -L- X-SE

CTIONS, S

HEETS X

-13 & X-28

)

FROM

-L- ST

A. 27

+60 R

T TO

-Y2- S

TA. 15

+00 LT

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

F

C

F

F

F

C

C

F

81.00'

+50.00

62.00'

+13.00

85.00'

+26.00

64.00'

+40.00

60.00'

+59.0060.00'

+80.00

30.00'

+59.00

78.00'

+08.00

50.00'

+50.00

57.00'

+27.00

73.00'

+45.00

6

6

75.00'

+52.00

72.31'

+90.00

50.00'

+59.00

50.00'

+85.00

85.00'

+50.00

50.00'

+80.00

NAD 83/ 2011

MATC

H

TO

SH

EET U

C-5

MATC

H

LIN

E STA. -L- 19

+00.0

0

MA

TC

H

TO

SH

EET U

C-7

STA. -

L- 24+

20.0

0

MA

TC

H

LIN

E



ENGINEERS

TGS


PH (704) 476-0003

SHELBY, NC 28150


TGS ENGINEERS

10/2/2017

X:\

NC

DO

T\

U-5510\

Utilities\

Rdy_

Ut\

Proj\

SR

E_

UC_psh06.d

gn

2:2

1:1

4

PM


DESIGNED BY:

DRAWN BY:

CHECKED BY:

APPROVED BY:


TRANSPORTATION

DEPARTMENT OF

NORTH CAROLINA

PLANS ONLY


REVISED:

UC-6U-5510

JLT

BCH

BCH

HIGHWAY DIVISION 12

FAX:(704)480-5401

PHONE:(980)552-4200

ENGINEER

P

ROF

ESSIO

NAL

NORT

H CAROLINA

SEAL

30499

T

T

PFH

12" WATER LINE

PROP. 500 LF

PROP. 1 - FIRE HYDRANT

12"x6" TEE

7+00

7+207+40

7+607+80

8+00

8+208+40

8+608+80 9+00 9+20 9+40 9+60 9+80

10+0010+20

10+4010+60

10+80

11+00

11+20

11+40

11+60

11+80

7+00

7+207+40

7+607+80

8+00

8+208+40

8+608+80 9+00 9+20 9+40 9+60 9+80

10+0010+20

10+4010+60

10+80

11+00

11+20

11+40

11+60

11+80

6" VALVE



plan sheet is 1,200 pounds. The



10/2/2017

03

25'TYP.

02

01

PROP. 5'SIDEWALK

PROP. 2'-6" C&G

12'

12'

+80.3

7

PROP. 2'-6" C&G

PROP. CONCRETE DITCH

PROP. RETAINING WALL #1

-L-POT 26+85.35 =

12'

12'

+10.3

5

-Y2-POT 14+17.49

00

301.58'R

80' TAPER (LT & RT)

12'

16'

35'R

14'

16'

200' R

12'

16'

01

14'

100'R

200'R

200'R

301.58'R

22'R

90'R

100'R

90'R

90'R

14'

02

200'R

200'R

100'R

14'

16'

+68.70

+68.01

+74.65

+84.5

4

+28.2

3

+71.30

+58.8

0

+66.28

+33.7

8

200'R

200'R

16'

16'

SIDEWALK+70 END

G&C "6-'1 .PORP

G&C "6-'1 .PORP

25' TYP.

+79.72

01

02

100'R

90'R

21'

R

16'

16'

16'

12'

200'

R

+74.2

8

12'

+83.17

200'

R

16'

35' R

+36.9

2

+43

+59.78

301.58'R

200'R

16'

16'

SIDEWALK PROP. 5'

TYP.25'

PROP. 2'-6" C&G

PROP. 2'-6" C&G

15+00

CR

CRCR

CR

CR

CR

& CONC. DITCHRETAINING WALL #1+70 BEGIN

+65.07

SIDEWALK+35 END

(LT & RT)80' TAPER



+40.0

7

25'T

YP.

-L-PT 24+58.40

TES TES

TESTES

CC

CC

CONTRACTBE PERFORMED OUTSIDE OF THIS NCDOTUNDERGROUND CONDUIT. THIS WORK TOWITH CVCC ON LOCATION AND SIZE OFNOTE: CONTRACTOR IS TO COORDINATE

N 53°2

7'3

0"

W68.0

1'

S 53°2

7'3

0" E

37.3

0'

N 07°58'24" E

431.87' S 03°14'03" W

45.42'

S 07°58'24" W

848.58'

N 53°2

7'3

0"

W277.6

0'

RE

BA

R

72" CHL W/ 3SBW

72"

CH

L

W/ 3S

BW

(DA

TU

R)

(DAT

UR)

(DA

TU

R)


CATAWBA VALLEY

PB 30 PG 94DB 2097 PG 1959

COLLEGE FOUNDATION, INC.CATAWBA VALLEY COMMUNITY

PB 30 PG 94DB 2097 PG 1959


DB 1205 PG 811BENCO STEEL, INC.

PB 30 PG 94DB 1752 PG 443

BENCO STEEL, INC.

PB 30 PG 94DB 1752 PG 443

BENCO STEEL, INC.

PB 30

PG 94

DB 2097 P

G 19

59

CO

LL

EG

E F

OU

ND

ATIO

N, IN

C.

CA

TA

WB

A

VA

LL

EY

CO

MM

UNIT

Y

BM-2

SW-12

SW-13

MTL. BUS

AREA

LOADING/STORAGE

BST

WOODS

SW-11

WOODS

WOODS

34.9

2'

34.18'

+44.2

5

+75.3

6

ELBOW

SEE DETAIL 'N'

CBCB

CB

CB

CB

CB

BDO

CB CB

CB

CBCB

CB

CB

701 TB 2GI

RE

MO

VE

RETAIN

18" RC

P-IV

18" RC

P-IV

18" RCP-IV18" RCP-IV

708

710 709

703

707

706

705

704

24" R

CP-IV

110 SKEW1 @ 10'X7' RCBC-L- 24+93

711

712713

715

714

716

717

718719

720

722

CB

702

18"

ELBOW

ELBOW

'L'DETAILSEE

24" RCP-IV


DETAIL 'J'SEE

18" RCP-IV CBCB

SEE DETAIL 'M'

SEE DETAIL 'P'

SEE DETAIL 'Q'

SEE DETAIL 'R'

721

24" RC

P-IV

SEE DETAIL 'I'

GASKETSAND SLEEVECONNECTORS ROD & LUG36" CSP WITH

ELB

ELB

ELB

2GI

O

O

10'X7' RCBC BURIED 1'

EST. DDE: 120 CY

EST. DDE: 50 CY

EST. GEOTEXTILE: 15 SYEST. CLASS II RIP RAP: 15 TONSCUT SLOPE LINED WITH CLASS II RIP RAP

EST. GEOTEXTILE: 35 SYEST. CLASS II RIP RAP: 35 TONSCUT SLOPE LINED WITH CLASS II RIP RAP

(STREAM PLUG)SEE DETAIL Z

2:1

50:1

GEOTEXTILE

COMPACTED BACKFILL CHANNEL WITH FILL EXISTING

EXISTING STREAMBED

24"

CLASS II RIP RAP

12"

NG

INV.=954.5TOP=965.3INV.=942.5

TOP=945.0

INV.=938.9TOP=942.5

INV.=938.7TOP=942.5INV.=936.1

TOP=940.1

INV.=936.9TOP=940.1

INV.=942.8

INV.=936.6TOP=940.1

INV.=935.9TOP=940.1

INV.=935.4TOP=941.1

INV.=931.9TOP=939.8

INV.=936.4TOP=939.8

INV.=931.2

INV.=935.6TOP=940.2

INV.=935.3TOP=941.1

INV.=932.8TOP=940.7

INV.=919.5

INV.=934.8TOP=939.8

INV.=934.5TOP=939.7

INV.=934.4TOP=939.7

INV.=935.9TOP=940.2

INV.=936.7TOP=940.2

RCP-IV15"

RC

P-IV

24"

24" RCP-IV

24" RCP-III24" RCP-III

18" RCP-IV

RCP-IV15"

24" RCP-IV18" RCP-IV

24" RCP-IV

24" RC

P-IVF

F

F

F

F

F

F

F

C

CC C

C

F

F

F

F

C

F

C

F FF

F

F

FF

F

F

FF

C

CC

FF

F

30.00'

+70.00

8

6

9

9

10

8

95.00'

+06.00

35.00'

+28.00

113.00'

+50.00

180.00'

+80.00

180.00'

+60.00

117.00'

+71.00

115.98'

+18.00

35.00'

+85.00

35.00'

+85.00

50.00'

+84.88

90.47'

+20.00

35.00'

+75.00

35.00'

+75.00

55.00'

+08.37

55.00'

+53.00

70.00'

+62.00

35.00'

+53.00

30.00'

+58.40

35.00'

+16.0030.65'

+03.00

30.00'

+50.00

ECP ECP ECP ECPECP

60.00'

+11.00

60.23'

+05.00

35.00'

+28.00

30.68'

+58.68

30.61'

+68.67

29.29'

+00.00

ENGINEERS

TGS


PH (704) 476-0003

SHELBY, NC 28150


TGS ENGINEERS

NAD 83/ 2011



MA

TC

H

TO

SH

EET U

C-6

MA

TC

H

LIN

E STA. -L- 24+

20.0

0

MA

TC

H

TO

SH

EET U

C-8

MA

TC

H

LIN

E STA. -L- 29+

80.0

0

10/2/2017

X:\

NC

DO

T\

U-5510\

Utilities\

Rdy_

Ut\

Proj\

SR

E_

UC_psh07.d

gn

2:3

9:4

4

PM


DESIGNED BY:

DRAWN BY:

CHECKED BY:

APPROVED BY:


TRANSPORTATION

DEPARTMENT OF

NORTH CAROLINA

PLANS ONLY


REVISED:

UC-7U-5510

BCH

BCH

JLT

HIGHWAY DIVISION 12

FAX:(704)480-5401

PHONE:(980)552-4200

ENGINEER

P

ROF

ESSIO

NAL

NORT

H CAROLINA

SEAL

30499

T

T

12"

TE

RR

AC

OT

TA

12"

TE

RR

AC

OT

TA

12"

TE

RR

AC

OT

TA

TIE TO EXISTING MANHOLE

TIE TO EXISTING MANHOLEGV

BO

GV

PFH

12" WATER LINE

PROPOSED 585 LF

PROP. 1 -8" BLOWOFF

12" GRAVITY SEWER

PROPOSED 260 LF

12" UTILITY PIPE

PROP. 260 LF ABANDON

16" ENCASEMENT PIPE

PROPOSED 50 LF

24" ENCASEMENT PIPE

PROPOSED 80 LF

PROP. 1 - 12" VALVE

PROP. 1 - FIRE HYDRANT

12"x6" TEE

45" HORIZ. BEND

45" HORIZ. BEND

45" HORIZ. BEND

45" HORIZ. BEND

45" HORIZ. BEND

45" HORIZ. BEND

PROP. 1 - 8" VALVE

8" WATER LINE

PROPOSED 162 LF

11+8012+00 12+20 12+40 12+60 12+80 13+00 13+20 13+40

13+60

13+80

14+00

14+20 14+40 14+60 14+80 15+00

15+20

15+40

15+60 15+80 16+00 16+20 16+40 16+60 16+80 17+00 17+20 17+40 17+60

11+8012+00 12+20 12+40 12+60 12+80 13+00 13+20 13+40

13+60

13+80

14+00

14+20 14+40 14+60 14+80 15+00

15+20

15+40

15+60 15+80 16+00 16+20 16+40 16+60 16+80 17+00 17+20 17+40 17+60

0+00

0+20

0+40

0+60

0+80

1+00

1+20

1+40

1+60

1+80

2+00

2+20

2+40

0+00

0+20

0+40

0+60

0+80

1+00

1+20

1+40

1+60

6" VALVE

12"x8" TEE

ENCASING UTILITY LINES

CLASS B CONCRETE FOR

PROPOSED 1.5 CY

ENCASING UTILITY LINES

CLASS B CONCRETE FOR

PROPOSED 1.5 CY

24" ENCASEMENT PIPE

PROPOSED 120 LF






CONTRACTBE PERFORMED OUTSIDE OF THIS NCDOTUNDERGROUND CONDUIT. THIS WORK TOWITH CVCC ON LOCATION AND SIZE OFNOTE: CONTRACTOR IS TO COORDINATE

10/2/2017

160' TAPER LT & RT

PROP. 5'SIDEWALK

PROP. 2'-6" C&G

PROP. 2'-6" C&G

END 2'-6" C&G+58.36

30+00

35+00

SIDEWALKEND+77.53

+75

+75

75' TAPER

02

02

18'

18'

& CONC. DITCHRETAINING WALL #1+50 END

-L- STA. 34+50.00LANE CONSTRUCTIONBEGIN RT TURN

20'R

PROP. ASPHALT DRIVE

PROP. CONCRETE DITCH

PROP. RETAINING WALL #1

12'

12'

15'R

36'

(BY OWNER)RELOCATE FENCE

CR

PB 30

PG 94

DB 2097 P

G 19

59

CO

LL

EG

E F

OU

ND

ATIO

N, IN

C.

CA

TA

WB

A

VA

LL

EY

CO

MM

UNIT

Y

S 07°58'24" W818.25'

REBAR

SHOWN IN PB 30 PG 94

60' RIGHT OF WAY

12"

CM

P

HW

4' CONC

18" R

CP

18" R

CP

CB

DI

CONC

A/G TANK

OAK

WILLOW

6"

MAPLE

5"

MAPLE

5"

MAPLE

5"

MAPLE5"

MAPLE5"

5"

MA

PL

E

6"

WIL

LO

WO

AK

MAPLE

6"

OAK

WILLOW

6"

24"

C&

G

24" C&G

24"

C&

G

30" C&G

30" C&G

21st ST DR SE (41' BST)

CONC

CB

10" TERRACOTTA

(DA

TU

R)

(DA

TU

R)

DI

72" CHL W/ 3SBW

(DA

TU

R)

DI

PB 30 PG 94DB 2097 PG 1959


DB 2951 PG 723VALLEY COMMUNITY COLLEGE

BOARD OF TRUSTEES OF CATAWBA


SW-15

MTL. BUS

AREA

LOADING/STORAGE

BST

12" DOGWOOD

8" T

ER

RA

CO

TA

8" T

ER

RA

CO

TA

GRASS

WOODS

SOIL/GRASS RD

5' CONC5' CONC

BST

BST

10" T

ER

RA

CO

TA

2' CONC WW

WW

2' CONC

SW-14

FOUND

END NOT

WOODS

29.9

7'

+35.4

3

RETAIN

RETAIN DI

RETAIN

RE

MO

VE

RE

MO

VE

REMOVE HW

REMOVE PIPE

SEE DETAIL 'N'

802

804

805806

RETAIN

CB

CB

TB 2GI

TB 2GI

RE

MO

VE

18" RC

P-IV

18" RCP-IV

18"RCP-IV

REMOVE CB

REMOVE CB

CB

CB

18" RC

P-IV

803

801

GRADE TO DRAIN

GRADE TO DRAIN

RETAIN

DRAINAGE LOCATIONS AND PATTERNSCONTRACTOR SHALL FIELD VERIFY EXISTING

DRAINAGE LOCATIONS AND PATTERNSCONTRACTOR SHALL FIELD VERIFY EXISTING

FROM -L- STA. 27+61 TO 32+50 RT

SEE DETAIL 'Y'

GRADE TO DRAIN

INV.=970.5TOP=974.1

INV.=970.3TOP=974.0

INV.=954.2TOP=958.1

INV.=954.5TOP=958.1

INV.=956.0TOP=967.9

INV.=955.8TOP=967.5

18" RCP-IV

18" RCP-IV

MA

TC

H

TO

SH

EET U

C-7

MA

TC

H

LIN

E STA. -L- 29+

80.0

0ENGINEERS

TGS

MA

TC

H

TO

SH

EET U

C-9

MA

TC

H

LIN

E STA. -L- 35+

00.0

0


PH (704) 476-0003

SHELBY, NC 28150


TGS ENGINEERS

NAD 83/ 2011



10/2/2017

X:\

NC

DO

T\

U-5510\

Utilities\

Rdy_

Ut\

Proj\

SR

E_

UC_psh08.d

gn

4:0

3:3

5

PM


DESIGNED BY:

DRAWN BY:

CHECKED BY:

APPROVED BY:


TRANSPORTATION

DEPARTMENT OF

NORTH CAROLINA

PLANS ONLY


REVISED:

UC-8U-5510

BCH

BCH

JLT

HIGHWAY DIVISION 12

FAX:(704)480-5401

PHONE:(980)552-4200

ENGINEER

P

ROF

ESSIO

NAL

NORT

H CAROLINA

SEAL

30499

CC C

C C C

F

F

FF

F

C

F

FF

F

CF

9

10

11

50.00'

+75.00

ECPECP

ECP40.00'

+50.00

50.00'

+50.0050.00'

+12.0045.00'

+16.0040.00'

+16.00

35.00'

+16.00

29.69'

+75.00

LT

LT

(DA

TU

R)

(DATUR)

AT EXISTING VALVE

TIE TO EXISTING WATER LINE

PROP. 1 - FIRE HYDRANT 12" WATER LINE

PROP. 380 LF

PROP. 1 - ADJUST WATER VALVE

17+80 18+00 18+20 18+40 18+60 18+80 19+00 19+20 19+40 19+60 19+80 20+00 20+20 20+40 20+60 20+80 21+00 21+20 21+40

17+80 18+00 18+20 18+40 18+60 18+80 19+00 19+20 19+40 19+60 19+80 20+00 20+20 20+40 20+60 20+80 21+00 21+20 21+40

12"x6" TEE

6" VALVE

12"x8" MJ REDUCER






10/2/2017

-L-POT 37+92.76

END 2'-6" C&G+65.92

PROP. 2'-6" C&G

35+00

50'R

+15.9

3

-L- STA 37+65.92END TIP PROJECT U-5510

12'

12'

S 75°5

2'4

1" E

104.4

0'

S 75°3

7'3

2" E

24.9

0'

S 75°3

0'0

3" E

S 07°58'24" W

379.82'

EIP

EIP

EIP

EIP

RE

BA

R

20.00' (RADIUS)

26.79' (CHD. DIST.)

S 34°06'37" E (CHD. BRG.)

EXIS

TIN

G

R/

W

= P

RO

PE

RT

Y

LIN

E

72" CHL W/ 3SBW

72" C

HL

W/ 3S

BW

PL

AN

TE

R

9/11 MEMORIAL

(3)

GR

OU

ND

LIG

HT

BR

K

WA

LL

FL

AG

S

OAK

WHITE

12"

SOURWOOD

5"

OAK

WILLOW

6"

OAK

WILLOW

5" MAPLE

6"

OAK

WILLOW

5"

OAK

WILLOW

4"

MAPLE

6" MAPLE

6"

OAK

WILLOW

6"

MAPLE

4"

5' C

ON

C

5' CONC

CBTOP=987.50'

8" B

ST

CONC

5"

MA

PL

E

24"

C&

G

24" C&G

30" C&G

30" C&G

30"

C&

G

30" C

&G

ST

EP

S

MT

L

TOP=987.93'CB

18" R

CP

18" RCP

(DA

TU

R)

(DA

TU

R)

20.00' (RADIUS)29.77' (CHD. DIST.)

S 56°13'00" W (CHD. BRG.)

DB 2951 PG 723VALLEY COMMUNITY COLLEGE

BOARD OF TRUSTEES OF CATAWBA


SW-3

CO

NO

VE

R

BL

VD

W

HW

Y 70 / 321

BUS

RETAIN

REMOVE CB

18" RC

P-IV

RE

MO

VE

CB

902

901

REMOVE CBCB

F F

F

WCC

WCC

10

11

50.00'

+28.77'

MA

TC

H

TO

SH

EET U

C-8

MA

TC

H

LIN

E STA. -L- 35+

00.0

0ENGINEERS

TGS


PH (704) 476-0003

SHELBY, NC 28150


TGS ENGINEERS

NAD 83/ 2011



10/2/2017

X:\

NC

DO

T\

U-5510\

Utilities\

Rdy_

Ut\

Proj\

SR

E_

UC_psh09.d

gn

2:2

4:2

6

PM


DESIGNED BY:

DRAWN BY:

CHECKED BY:

APPROVED BY:


TRANSPORTATION

DEPARTMENT OF

NORTH CAROLINA

PLANS ONLY


REVISED:

UC-9U-5510

BCH

BCH

JLT

HIGHWAY DIVISION 12

FAX:(704)480-5401

PHONE:(980)552-4200

ENGINEER

P

ROF

ESSIO

NAL

NORT

H CAROLINA

SEAL

30499

T

HH

HH

(DATUR)

(DA

TU

R)

(DA

TU

R)

PWR METER

PROP. 1 -RELOCATE WATER METER PROP. 1 - ADJUST WATER VALVE

8" WATER LINE

PROP. 40 LF

RWM

CROSSING DETAIL

SEE STORM DRAIN






10/2/2017

460' TAPER

PI Sta 15+94.63

D

L = 291.22'

T = 145.62'

R = 10,000.00'

12'

12'

220' TAPER

12'

12'

100' TAPER

-Y1- CURVE DATA

-Y1-PC 14+49.01

SE = EXIST.

15+00

ASPHALT DR.PROP.

SOIL DR.PROP.

+72

24'

24'

WELLABANDONEDSEAL

PO

T

Sta. 10

+00.0

0

+07

12'

12'


460' TAPER

AXLE

EXISTING R/W

EXISTING R/W

60.0

0'

PE

R

PB 5 P

G 10

9

24"

CM

P18

" R

CP

WE

LL

BL

K

HOUSE TRAILER

PLANTER

SOIL DR

18" RCP

24'

BS

T

DRIV

E

OAKWILLOW

28"

(DATUR)

POPLAR36" 2xTRUNK

MYRTLECREPE

MY

RT

LE

CR

EP

E


CATAWBA VALLEY DB 1832 PG 562NANCY H. PROPES

DB 2568 PG 1BOWMAN RENTALS, LLC

DB 2222 PG 181

BEVERLY S. BARGER

GLENN E. &

CO

NC. D

RIV

E

WO

OD

S

SOIL

DRIV

E

10" CEDAR

DOGWOOD

GRASS FIELD

1SBD

S 53°16'58" E

303.72'

N 38°0

9'2

5"

E

148.5

3' (A

XL

E-

CO

R)

148.4

4' (R

W-

CO

R)

N 74°5

9'16" E

190.8

3'

30.13'

+49.7

3

SR 1005 STARTOWN RD (24' BST)

EXISTING R/W

EXISTING R/W

PE

R

PB 5 P

G 10

9

SW-1


REMOVE PLUG

& FILL

PLUG

DRAINGRADE TO

SEE DETAIL 'D'

DRAINGRADE TO

SEE DETAIL 'D'

SEE DETAIL 'E'

DRAINGRADE TO

10021001

18" RC

P-IV

EST. 10 SYGEOTEXTILE EST. 3 TONSCLASS B RIP RAP

SPECIAL LATERAL 'V' DITCH

DETAIL D


-Y1- STA. 14+20 TO 18+00 LT

SPECIAL CUT DITCH

DETAIL E

DDE: EST. 70 CY


-Y1- STA. 15+50 TO 17+50 RT

18"

SEE DETAIL 'E'

P

P

50.00'

+07.00

30.04'

+07.00

F F

F

CC

C CC C

CC C C

F

50.0

0'

+40.2

3

50.00'

+49.01

1

4

126

55.00'

+50.00

65.00'

+49.01

65.00'

+40.00

29.52'

+70.00

ENGINEERS

TGS

MA

TC

H

TO

SH

EET N

O. 4

MA

TC

H

LIN

E STA. -Y1- 17

+40.0

0


PH (704) 476-0003

SHELBY, NC 28150


TGS ENGINEERS

NAD 83/ 2011



MA

TC

H

THIS S

HEET

MA

TC

H

LIN

E STA. -Y1- 12

+00.0

0

MA

TC

H

THIS S

HEET

-Y1- 12

+00.0

0M

ATC

H

LIN

E STA.

10/2/2017

X:\

NC

DO

T\

U-5510\

Utilities\

Rdy_

Ut\

Proj\

SR

E_

UC_psh10.d

gn

2:2

7:5

2

PM


DESIGNED BY:

DRAWN BY:

CHECKED BY:

APPROVED BY:


TRANSPORTATION

DEPARTMENT OF

NORTH CAROLINA

PLANS ONLY


REVISED:

UC-10U-5510

BCH

BCH

JLT

HIGHWAY DIVISION 12

FAX:(704)480-5401

PHONE:(980)552-4200

ENGINEER

P

ROF

ESSIO

NAL

NORT

H CAROLINA

SEAL

30499

W

W/ LT

12" DIP

12" DIP

PROP. 3 - ADJUST WATER VALVES

PROP. 1 -RELOCATE WATER METER

12" WATER LINE

PROPOSED 40 LF

RELOCATE FIRE HYDRANT

PROP. 1

RWM

RFHPROP. 1 -ADJUST WATER VALVE

CROSSING DETAIL

SEE STORM DRAINAGE

12"x6" TEE

6" VALVE






10/2/2017

MA

TC

H

TO

SH

EET N

O. 4

MA

TC

H

LIN

E STA. -Y1- 21+

00.0

0ENGINEERS

TGS


PH (704) 476-0003

SHELBY, NC 28150


TGS ENGINEERS

NA

D 83/ 2011

U-5510

10/2/2017

X:\

NC

DO

T\

U-5510\

Utilities\

Rdy_

Ut\

Proj\

SR

E_

UC_psh11.d

gn

2:2

7:0

0

PM


DESIGNED BY:

DRAWN BY:

CHECKED BY:

APPROVED BY:


TRANSPORTATION

DEPARTMENT OF

NORTH CAROLINA

PLANS ONLY


REVISED:



UC-11

BCH

BCH

JLT

HIGHWAY DIVISION 12

FAX:(704)480-5401

PHONE:(980)552-4200

ENGINEER

P

ROF

ESSIO

NAL

NORT

H CAROLINA

SEAL

30499

REB

AR

N 25°10'5

9" E

231.9

0'

(CA

PRI D

RIV

E)

60' R

/W

N 53°01'39" W

S 25°0

1'07" W

169.8

2'

60.0

0'

PE

R

PB 5 P

G 10

9

EXISTING R/W

EXISTING R/W

8" B

ST

CU

RB

12" RCPINV=1028.69'

INV=1027.61'

OAKSCARLET

20"OAK

WHITE

26"

OAK

SCARLETT

42"

OAK

WHITE

34"

20" MAPLEBRK SIGN18" MAPLE

4' BRK HW

OAK34" POST

3" PLUM

18' G

RA

VE

L D

R

BST P/A

BS

T

DRIV

E

4" BST CURB

10' B

ST

DR

BST

(DATUR)

(DATUR)

(DA

TU

R)

(DATUR)

DB 15

86

PG 427

BO

BB

Y

C.

TH

OM

PS

ON

DB 2892 PG 513LUTHERAN CHURCH

NEW JERUSALEM

DB 1586 PG 427BOBBY C. THOMPSON

SW-2

DB 2271 PG 533KAY K. ROGERS

THOMAS F. KIRBY AND

W

1SFD

HTR

SHED

SHED

WOODS

2SBD

18" C&G

CONC. SW

WOODS

SCATTERED TREES

CO

NC. D

RIV

E

1SBD

1SFD

BK W

WOODS

SIGN

BRICK

DB 1872 PG 173

BOBBY COWLES THOMPSON

N 25°14'0

7" E

214.8

9' (R

EB

AR-

AX

LE)

214.8

9' (R

W-

AX

LE)

30.5

8'

30.3

0'

30.6

9'

+05.17

+66.5

6

+93.0

3


18" C&G

PI Sta 11+32.8

4PI Sta 13

+10.2

9

-L-

CU

RV

E

DA

TA

100' TAPER

12'

100' TAPER

360' TAPER

12'

12'

12'

12'

ASPHALT DR.PROP.

25+00


GRAVEL DR.PROP.

ASPHALT DR.PROP.

+90

+40

36'

12'

C

C

C

C C C

C

F F

50.00'

+00.00

13

7

68.00'

+45.00

50.00'

+50.00

29.95'

+00.00

REMOVE

SEE DETAIL 'O'

SEE DETAIL 'O'

1101

SPECIAL CUT DITCH

(SEE DITCH GRADE, SHEET 18)FROM -Y1- STA. 21+00 TO 22+50 LT

DETAIL O

15"

W/ LT

W/ LT

W

12" DIP

PROP. 2 - RELOCATE WATER METERS

PROP. 1 - RELOCATE WATER METER

RWM RWM

RWM

PROP. 1-ADJUST WATER VALVE

10/2/2017

5/28/99

$$$$$$

SY

STIM

E$$$$$

$$$$$$$$$$$$$$$$

DG

N$$$$$$$$$$$$$$$$

$$$$

US

ER

NA

ME$$$$

SHEET NO.PROJECT REFERENCE NO.

DESIGNED BY:

DRAWN BY:

CHECKED BY:

APPROVED BY:


TRANSPORTATION

DEPARTMENT OF

NORTH CAROLINA

PLANS ONLY


REVISED:

992

1,000

1,020

-+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00 4+20 4+40 4+60 4+80 5+00

5+00 5+20 5+40 5+60 5+80 6+00 6+20 6+40 6+60 6+80 7+00 7+20 7+40 7+60 7+80 8+00 8+20

970

990

12" WATER LINE WL-1

12" WATER LINE WL-1

01020 20 40


024 4

PROFILE (VERTICAL)

8

01020 20 40


024 4

PROFILE (VERTICAL)

8

SEE SHEETS UC-5 TO UC-6 FOR 12" WATER LINE PLAN


U-5510

BCH

BCH

JLT

UC-12

HIGHWAY DIVISION 12

FAX:(704)480-5401

PHONE:(980)552-4200

974

978

982

986

994

998

966

996

1,004

1,008

1,012

1,016

992

1,000

996

1,004

1,008

1,012

970

990

974

978

982

986

994

998

966

MA

TC

H

TO

THI

S

SH

EE

T

WL-1

ST

A. 5

+00

MA

TC

H

LI

NE

MA

TC

H

TO

THI

S

SH

EE

T

WL-1

ST

A. 5

+00

MA

TC

H

LI

NE

MA

TC

H

TO

SH

EE

T

UC-13

WL-1

ST

A. 8

+20

MA

TC

H

LI

NE

ENGINEER

P

ROF

ESSION

AL

NORT

H CAROLINA

SEAL

30499



GROUND

PROPOSED

GROUND

EXISTING

CLASS 350 DIP

PROPOSED 12"

MIN

3'AND VALVE

WITH 12"X12" TAPPING SLEEVE

TIE TO EXISTING 12" DIP

-L- STA. 12+70.58 LT 50.8

WL-1 STA. 0+48.26

PROPOSED 12"X6" HYDRANT TEE

RESTRAIN 15' EACH SIDE

-L- STA. 12+66.27 LT 51.3'

WL-1 STA. 0+43.51

PROPOSED 11.25° HORIZ. BEND

GROUND

PROPOSED

GROUND

EXISTING

CLASS 350 DIP

PROPOSED 12"

MIN

3'

-L- STA. 18+26.40 LT 28.7'

WL-1 STA. 6+15.84

PROPOSED 12" VALVE

-L- STA. 18+22.40 LT 28.7'

WL-1 STA. 6+11.84

PROPOSED 12"x8" TEE

10/2/2017

5/28/99

$$$$$$

SY

STIM

E$$$$$

$$$$$$$$$$$$$$$$

DG

N$$$$$$$$$$$$$$$$

$$$$

US

ER

NA

ME$$$$


DESIGNED BY:

DRAWN BY:

CHECKED BY:

APPROVED BY:


TRANSPORTATION

DEPARTMENT OF

NORTH CAROLINA

PLANS ONLY


REVISED:

8+20 8+40 8+60 8+80 9+00 9+20 9+40 9+60 9+80 10+00 10+20 10+40 10+60 10+80 11+00 11+20

960

980

11+20 11+40 11+60 11+80 12+00 12+20 12+40 12+60 12+80 13+00 13+20 13+40 13+60 13+80 14+00 14+20 14+40 14+60 14+80 15+00 15+20 15+40 15+60 15+80 16+00 16+20

910

930

01020 20 40


024 4

PROFILE (VERTICAL)

8

01020 20 40


024 4

PROFILE (VERTICAL)

8

12" WATER LINE WL-1SEE SHEETS UC-6 TO UC-7 FOR 12" WATER LINE PLAN

U-5510 UC-13

BCH

BCH

JLT

HIGHWAY DIVISION 12

FAX:(704)480-5401

PHONE:(980)552-4200

MA

TC

H

TO

SH

EE

T

UC-12

WL-1

ST

A. 8

+20

MA

TC

H

LI

NE

MA

TC

H

TO

THI

S

SH

EE

T

WL-1

ST

A. 11

+20

MA

TC

H

LI

NE

MA

TC

H

TO

THI

S

SH

EE

T

WL-1

ST

A. 11

+20

MA

TC

H

LI

NE

MA

TC

H

TO

SH

EE

T

UC-14

WL-1

ST

A. 16

+20

MA

TC

H

LI

NE

944

948

952

956

964

968

972

976

960

944

948

952

956

964

914

918

922

926

934

938

942

946

910

930

914

918

922

926

934

938

942

946

12" WATER LINE WL-1SEE SHEET UC-6 FOR 12" WATER LINE PLAN

ENGINEER

P

ROF

ESSION

AL

NORT

H CAROLINA

SEAL

30499



CLEAR

MIN.

24"

(SEE DETAIL SHEET)

45° VERT. BENDS

GROUND

EXISTING

GROUND

PROPOSED

MIN

3'

CLASS 350 DIP

PROPOSED 12"

-L- STA. 22+69.82 LT 30.1

WL-1 STA. 10+43.01

INVERT = 946+/-

PROPOSED 18" STORM DRAIN

(SEE DETAIL SHEET)

45° VERT. BENDS

-L- STA. 22+33.77 LT 30.3

WL-1 STA. 10+08.41


GROUND

PROPOSEDMIN

3'

GROUND

EXISTING

WL-1 STA. 12+69

RCBC INV. = 917' +/-

PROPOSED 10'W x 7'H RCBC

-L- STA.25+78.91 LT 30.5

WL-1 STA. 13+44.83

INVERT = 921.9+/-

PROPOSED 24" SS ENCASEMENT

CLASS 350 DIP

PROPOSED 12"

(RESTRAIN 15 LF EACH SIDE OF BEND)

-L- 25+53.62 LT 30.3'

WL-1 STA. 13+19.54

11.25° VERTICAL BEND (IF NEEDED)

(RESTRAIN 15 LF EACH SIDE OF BEND)

-L- 26+13.04 LT 50.7'

WL-1 STA. 13+87.24

11.25° VERTICAL BEND (IF NEEDED)

-L- STA. 26+34.24 LT 63.8'

WL-1 STA. 14+13.79


-L- STA. 26+30.24 LT 63.8'

WL-1 STA. 14+09.79

PROPOSED 12" VALVE


-L- STA. 26+26.14 LT 63.7'

WL-1 STA. 14+05.69

PROPOSED 45° HORIZ. BEND

-L- STA. 27+11.85 LT 64.4'

WL-1 STA. 14+91.40

INVERT = 933.3 +/-



-L- STA. 27+40.02 LT 64.6'

WL-1 STA. 15+19.57


-L- STA. 27+77.29 LT 32.9'

WL-1 STA. 15+69.75

PROPOSED 12"X8" TEE


-L- STA. 27+71.97 LT 33.1'

WL-1 STA. 15+64.43


-WL1- STA. 15+07 +/-

-WL1- STA. 14+27 +/- TO

24" ENCASEMENT

10/2/2017

5/28/99

$$$$$$

SY

STIM

E$$$$$

$$$$$$$$$$$$$$$$

DG

N$$$$$$$$$$$$$$$$

$$$$

US

ER

NA

ME$$$$


DESIGNED BY:

DRAWN BY:

CHECKED BY:

APPROVED BY:


TRANSPORTATION

DEPARTMENT OF

NORTH CAROLINA

PLANS ONLY


REVISED:

16+20 16+40 16+60 16+80 17+00 17+20 17+40 17+60 17+80 18+00 18+20 18+40 18+60 18+80 19+00 19+20 19+40 19+60 19+80 20+00

940

950

960

970

20+00 20+20 20+40 20+60 20+80 21+00 21+20 21+40

960

970

980

12" WATER LINE WL-1

01020 20 40


024 4

PROFILE (VERTICAL)

8

01020 20 40


024 4

PROFILE (VERTICAL)

8



U-5510 UC-14

BCH

BCH

JLT

HIGHWAY DIVISION 12

FAX:(704)480-5401

PHONE:(980)552-4200

MA

TC

H

TO

SH

EE

T

UC-13

WL-1

ST

A. 16

+20

MA

TC

H

LI

NE

MA

TC

H

TO

THI

S

SH

EE

T

WL-1

ST

A. 20

+00

MA

TC

H

LI

NE

MA

TC

H

TO

THI

S

SH

EE

T

WL-1

ST

A. 20

+00

MA

TC

H

LI

NE

ENGINEER

P

ROF

ESSION

AL

NORT

H CAROLINA

SEAL

30499



CLASS 350 DIP

PROPOSED 12"

MIN

3'

GROUND

PROPOSED

GROUND

EXISTING

12"x8" MJ REDUCER

8" VALVE

TIE TO EXISTING

CLASS 350 DIP

PROPOSED 12"

GROUND

PROPOSED

GROUND

EXISTINGMIN

3'

-L- STA. 29+97.22 LT 28.5'

WL-1 STA. 17+89.74


10/2/2017

5/28/99

$$$$$$

SY

STIM

E$$$$$

$$$$$$$$$$$$$$$$

DG

N$$$$$$$$$$$$$$$$

$$$$

US

ER

NA

ME$$$$


DESIGNED BY:

DRAWN BY:

CHECKED BY:

APPROVED BY:


TRANSPORTATION

DEPARTMENT OF

NORTH CAROLINA

PLANS ONLY


REVISED:

930

940

950

930

940

950

-+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40-+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60

-+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40

920

930

SEE SHEET UC-7 FOR 8" GRAVITY SEWER PLAN

8" GRAVITY SEWER LINE SL-1

01020 20 40


024 4

PROFILE (VERTICAL)

8


U-5510 UC-15

BCH

BCH

JLT

HIGHWAY DIVISION 12

FAX:(704)480-5401

PHONE:(980)552-4200

ENGINEER

P

ROF

ESSION

AL

NORT

H CAROLINA

SEAL

30499



-L- STA. 24+73.46 RT 173.5'

SL-1 STA. 2+57.47

INV. IN = 919.12' (PROP)

INV IN = 919.12' (EXIST)

TOP = 926.87'


-L- STA. 25+91.87 LT 55.2'

SL-1 STA. 0+00

INV. IN = 922.84' (PROP)

INV IN = 922.84' (EXIST)

TOP = 929.93'


SL-1 STA. 0+05 TO 1+25

ENCASEMENT PIPE

PROP. 120 LF OF 16"

CLL

GROUND

EXISTING

GROUND

PROPOSED

-L- STA 25+63.30

SL-1 STA 0+62.12

PROP. -L- ALIGNMENT

SEWER @ 1.44% (EXISTING GRADE)

SANITARY GRAVITY

PROP. 258 LF OF 8"

-L- STA. 27+77.29 LT 32.9'

WL-2 STA. 0+00

PROPOSED 12"X8" TEE

-L- STA. 27+77.16 LT 29.2'

WL-2 STA. 0+05

PROPOSED 8" VALVE

CLL

-L- STA 27+76.45

WL-2 STA 0+32.99

PROP. -L- ALIGNMENT

-L- STA. 27+76.91 LT 18.0

WL-2 STA. 0+14.93

INVERT = 935.7 +/-


-L- STA. 27+12.98 RT 85.3

WL-2 STA. 1+45.26

INVERT = 938.6 +/-


-L- STA. 27+41.69 RT 58.0

WL-2 STA. 1+05.65

INVERT = 940.5 +/-



-L- STA. 27+12.98 RT 85.3'

WL-2 STA. 1+45.26


-L- STA. 27+12.57 RT 101.3

WL-2 STA. 1+61.26

PROPOSED 8" BLOWOFF

(6" THICKNESS COMPLETELY AROUND LINE)

OF PROP 18" RCP (10 LF TOTAL)

6" THICK x 5 LF EACH SIDE

FOR ENCASING UTILITY LINES

(EACH)1.5 CY OF CLASS B CONCRETE


-L- STA. 27+75.80 RT 25.6'

WL-2 STA. 0+58.58


-WL2- STA. 0+57 +/-

-WL2- STA. 0+07 +/- TO

16" ENCASEMENT

10/2/2017

STATE OF NORTH CAROLINA T.I.P. NO. - NCDOT

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Transcript of STATE OF NORTH CAROLINA T.I.P. NO. - NCDOT