NO

R

TH

CAROLIN

AO

SEAL

AN

ISSEFO

R

027670

REENGN

I

E

P

L

MATT

HEW A. SHOES

MIT

H

T

T

T

12 STR

15" RCP

15" RCP

24"

RC

PIN

V=884.6

5’

INV=881.82’

INV=887.3

4’

INV

=887.9

2’

INV

=887.9

3’

INV=888.38’

TO

P=879.7

1’

15" RCP INV=885.67’

INV=884.80’

15" RCPINV=883.16’

HH

CONC

WIRE

TEST

REGULATOR

FIELD

RE

GU

LA

TO

R

FIE

LD

20’ B

ST

20’ B

ST

19’ B

ST

RR SIG

SIG

RR

JB

18" CMP

PL

AN

TE

R

S

1SBD

LT

21’ CONC HW

18"

PV

C

INV

=875.6

8’

INV

=880.0

0’

INV

=876.7

0’

INV

=876.6

6’

(2) 24"

RC

P

12’ S

OIL

4’ CONC HW

TO

P=881.97’

DB 1696 PG 845

CLEARWATER PAPER CORPORATION

EXISTING CSX R/W

EXISTING R/W

30.0

0’

EIP

S 74°4

2’5

5"

W405.3

2’ (EIP-EIP)

400.9

5’ (R

W-EIP)

JJI LIG

HTIN

G

GR

OU

P, IN

C.

DB 1125 P

G 2356

ABANDONED

EIP

INV

=875.8

5’

-CSX1- & -NS1-

-EL--EL-

-CSX1-

-NS1-

18" CMP

8"

VC

P

8"

VC

P

A-10

05

A-10

07

A-10

08

6" STEEL

6" STEEL

6" STEEL

6" STEEL

16"CIP

16"CIP

16"CIP

16"CIP

50

PR

200PR

200PR

200PR

200PR

CO

AXIA

L

SE

RVIC

E

2"S

TE

EL

10"CIP

100 PR

100 P

R

LT

SE

RVIC

E

8"

DIP

16"

DIP

6"STEEL

b

n

G-F

AR

M

6’ CONC HW

WIRETESTGAS

VALVES

IRRIGATION

24 STR

CLEARWATER PAPER CORPORATION

DB 1642 PG 197

CAPITAL FUNDS, INC.

CORPORATION BOOK 18 PG 604

A-1006

DI

CORPORATION BOOK 18 PG 604

CAPITAL FUNDS, INC.

W\LT

BOX

SIG

RR

PLANTER

JJI LIGHTING GROUP, INC.

DB 1125 PG 2356

W\LT

W\LT

W\LT

BST VARIES

SR 1313 WASHBURN SWITCH RD

4266

888.17

FROGOF

POINT

100.0

0’

74

74

226

Washburn

Switc

h R

d

Artee RdRandolph Rd

Plato Lee R

d

Blanton

Sand Rd

W Cabanis R

d

W Dixon Blvd

Polkville R

d

PROJECT

VICINITY MAP

DOCUMENT NOT CONSIDERED FINAL

UNLESS ALL SIGNATURES COMPLETED

LIMITS ESTABLISHED BY METHOD II.CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE

226

SR 1313

WASHBURN SWITCH RD

NAD 83/ 2011

TO US 74TO PLATO LEE RD

THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES.

RIG

HT O

F

WA

Y PLA

NS

10/9/2017

09/08/99

UTILITIES SECTION ENGINEER

UTILITIES SQUAD LEADER PROJECT ENGINEER

UTILITIES PROJECT DESIGNER

XXDE

PA

RT

M

ENT OF TRANSPO

RT

ATI

ON

ST

ATE

OF

NORTH CAR

OLI

NA

SEAL

0

0

0

PROFILE (HORIZONTAL)

GRAPHIC SCALES

PLANS

PROFILE (VERTICAL)

0

00

SHEET NO.

UC-1

UTILITY CONSTRUCTION PLANS

STATE OF NORTH CAROLINADIVISION OF HIGHWAYS

T.I.P. NO.

50 50

50 50

2010510

25 100

25 100

INDEX OF SHEETS

SHEET NO. DESCRIPTION

UC-1 TITLE SHEET

UC-2 UTILITY SYMBOLOGY

UC-3 NOTES

PREPARED IN THE OFFICE OF:

FAX (919) 250-4151PHONE (919) 707-6690RALEIGH NC 27699-15551555 MAIL SERVICES CENTER

UTILITIES UNITDIVISION OF HIGHWAYS

UTILITIES ENGINEERING

SHELBY COUNTY

THE NCDOT BY:

PLANS PREPARED FOR

C 2016

PHONE: (919) 682-3538

SHELBY, NORTH CAROLINA 27701

300 WEST MORGAN STREET SUITE 1500

NC LICENSE #F-0102

APPROVED

WORKS DEPARTMENT

CITY OF SHELBY PUBLIC

ENGINEERING

STORM WATER

TRANSPORTATION

DATE

DATE

DATE

DATE

K:\

CH

L_P

RJ\0

17072000

City of Shelb

y\0

07

Washburn S

witch

Waterline Relocation\0

4_

CA

DD\Pla

nSheets\0

17072_

UC_

UC1_

PS

H.d

gn

Nolan Raney, P.E.

UTILITIES PROJECT ENGINEER

UTILITIES PROJECT DESIGNER

OWNERS ON PROJECT WATER AND SEWER

Matthew A. Shoesmith, P.E.

Rachel E. Rausch, EIT

(1) WATER - CITY OF SHELBY

DETAILSUC-4A THRU UC-4B

UC-5 THRU UC-7 UTILITY CONSTRUCTION SHEETS

R-5849

WASHBURN SWITCH BUSINESS PARK

WATERLINE RELOCATION ALONG SR 1313 (WASHBURN SWITCH RD.)

LOCATION:

TYPE OF WORK:WATER RELOCATION

TIP P

ROJE

CT: R-5849

25+

00

20+

00

15+

00

10+

00

UC-5 UC-6

STA. 10+00.00BEGIN WATERLINE CONSTRUCTION

STA. 27+70.84END WATERLINE CONSTRUCTION

PROFILE SHEETUC-8

IV

IV

IV

IV

IV

IV

IV IV

IV

IV

DocuSign Envelope ID: C4A55B0D-1B55-45B5-8A60-483C945D1344

10/9/2017

SHEET NO.PROJECT REFERENCE NO.

10/9/2017

K:\

CH

L_P

RJ\0

17072000

City of Shelb

y\0

07

Washburn S

witch

Waterline Relocation\0

4_

CA

DD\Pla

nSheets\0

17072_

UC_

UC2_P

SH.d

gn

APPROVED

WORKS DEPARTMENT

CITY OF SHELBY PUBLIC

ENGINEERING

STORM WATER

TRANSPORTATION

DATE

DATE

DATE

DATE

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)

HH

T

C

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

Utility Pole with Base

Underground Power Line

UTILITIES PLAN SHEET SYMBOLS

Power Pole

Telephone Pole

Joint Use Pole

Telephone Pedestal

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

*

A/G Gas

A/G Sanitary Sewer

A/G Water

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

(Type as Shown)

Utility Line Drawn from Record

(Type as Shown)

Designated Utility Line

(Sized as Shown)

Gravity Sewer Line

(Sized as Shown)

Force Main Sewer LineE.O.I.

AATUR

(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

Sanitary Sewer Cleanout

Fire Hydrant

Water Valve

Water Meter

T

Power Pole

Telephone Pole

Joint Use Pole

Utility Pole

W

P

T

R-5849 UC-2

DocuSign Envelope ID: C4A55B0D-1B55-45B5-8A60-483C945D1344

NO

R

TH

CAROLIN

AO

SEAL

AN

ISSEFO

R

027670

REENGN

I

E

P

L

MATT

HEW A. SHOES

MIT

H

RE

VISIO

NS

HYDRAULICSROADWAY DESIGN

R/W SHEET NO.

SHEET NO.PROJECT REFERENCE NO.

$$$$$$

SY

STIM

E$$$$$

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

DG

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

$$$$

US

ER

NA

ME$$$$

8/17/99

EVERY NECESSARY PRECAUTION AGAINST INJURY AND/OR DAMAGE TO THE WORK.

UNDER THE CHARGE AND CUSTODY OF THE CONTRACTOR AND THE CONTRACTOR SHALL TAKE

UNTIL THE WORK IS ACCEPTED BY THE CITY OF SHELBY, THE PROJECT SHALL BE 19.

COST OF THE PROJECT.

NECESSARY FOR PROPER TRANSITION BETWEEN MATERIALS SHALL BE SUBSIDIARY TO THE

TO ANOTHER, WHERE INDICATED ON THE PLANS. MATERIALS, LABOR, AND EQUIPMENT

THE CONTRACTOR SHALL BE RESPONSIBLE FOR TRANSITION FROM ONE PIPE MATERIAL 18.

BEFORE PROCEEDING WITH THE WORK.

CENTERLINES SHOWN. THE CONTRACTOR MUST NOTIFY THE ENGINEER OF ANY DISCREPANCIES

LAYOUTS FROM THE SITE LAYOUT CONTROL POINTS, AND FROM THE DIMENSIONS AND

THE CONTRACTOR IS SOLELY RESPONSIBLE FOR PERFORMING ALL CONSTRUCTION 17.

APPROVED EROSION CONTROL MEASURES.

ALL DEWATERING DISCHARGE SHALL BE FILTERED THROUGH SILT BAGS AND/OR OTHER

CONSTRUCTION DEWATERING, IF ANY, IS INCIDENTAL TO THE PROJECT BID ITEMS. 16.

CITY OF SHELBY AT NO EXTRA PAY.

FIELD ADJUSTMENTS MAY BE NECESSARY AND WILL BE CARRIED OUT AS DIRECTED BY THE

ALL PHASES OF CONSTRUCTION MUST BE COORDINATED WITH THE CITY OF SHELBY. 15.

SCHEDULE TO THE ENGINEER AT THE TIME OF THE PRE-CONSTRUCTION MEETING.

THE CONTRACTOR SHALL SUBMIT IN WRITING A SEQUENCE OF CONSTRUCTION AND WORK 14.

ONSITE SAFETY IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR.

ALLOWED OVERNIGHT WITHOUT THE PRIOR WRITTEN APPROVAL OF THE CITY OF SHELBY.

SAFETY PLAN AT THE TIME OF PRE-CONSTRUCTION MEETING. NO OPEN TRENCHES WILL BE

UNLESS NEGATED BY GROUNDWATER CONTROL MEASURES. CONTRACTOR SHALL HAVE A TRENCH

STANDARDS ARE NOT MET. A PULL BOX, MEETING OSHA STANDARDS, MAY BE ACCEPTABLE,

CONSTRUCTION. SHEETING, SHORING AND BRACING SHALL BE REQUIRED WHEN SIDE SLOPE

HEALTH ADMINISTRATION (OSHA) STANDARDS THAT ARE IN EFFECT AT THE TIME OF

GOVERNING EXCAVATION. TRENCH SIDE SLOPES SHALL MEET OCCUPATIONAL SAFETY AND

THE CONTRACTOR SHALL ABIDE BY ALL APPLICABLE FEDERAL, STATE, AND LOCAL LAWS 13.

GREATER THAN 10 SQUARE FEET BARE.

WHEN VEGETATION ACHIEVES ONE (1) INCH IN HEIGHT, WITH 85% COVERAGE AND NO

STRAW MULCHING, FERTILIZING AND WATERING. REVEGETATION SHALL BE ACCEPTABLE

PRIOR TO ACCEPTANCE OF THE PROJECT. REVEGETATION SHALL CONSIST OF SEED SOWING,

THE CONTRACTOR SHALL REVEGETATE UNPAVED AREAS DISTURBED BY CONSTRUCTION 12.

PLANS OR THE SPECIFICATIONS.

SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION EXCEPT WHERE MODIFIED IN THESE

ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE CURRENT NCDOT STANDARD 11.

PROPERTY WITHOUT PRIOR WRITTEN AGREEMENT WITH PROPERTY OWNER.

THE CONTRACTOR SHALL NOT PLACE FILL OR WASTE MATERIAL ON ANY PRIVATE 10.

ALL DAMAGE.

PUBLIC HIGHWAYS ON OR ACROSS ANY PAVEMENT, HE SHALL PROTECT THE PAVEMENT FROM

WHERE THE CONTRACTOR DESIRES TO MOVE EQUIPMENT NOT LICENSED FOR OPERATION ON 9.

ENGINEER. THIS SHALL BE CONSIDERED SUBSIDIARY TO THE COST OF THE PROJECT.

CONTRACTOR SHALL CONTROL DUST BY SPRINKLING WATER, OR AS APPROVED BY THE

THE CONTRACTOR SHALL TAKE ALL AVAILABLE PRECAUTIONS TO CONTROL DUST. 8.

SUBSTANTIAL COMPLETION.

REPRODUCIBLE MARKUPS THAT RECORD ALL CONSTRUCTION DEVIATING FROM THE PLANS AT

THE CITY�S RECORDS. THE CONTRACTOR SHALL PROVIDE THE CITY FULL SIZE

THE CONTRACTOR SHALL MAINTAIN A NEAT AND ACCURATE RECORD OF CONSTRUCTION FOR 7.

HORIZONTAL CONTROL SHOWN ON THE PLANS THROUGHOUT THE PROJECT.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE VERTICAL AND 6.

SUBSIDIARY COST TO THE PROJECT AND NO ADDITIONAL COMPENSATION SHALL BE ALLOWED.

EXISTING LINES PRIOR TO CONSTRUCTION. THIS ITEM SHALL BE CONSIDERED AS A

CONTRACTOR SHALL VERIFY THE ELEVATION, CONFIGURATION AND ANGULATIONS OF 5.

FIELD CONDITIONS THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND CITY IMMEDIATELY.

PRIOR TO COMMENCING WORK. IF A DISCREPANCY EXISTS BETWEEN THE PLANS AND ACTUAL

CONTRACTOR SHALL FIELD LOCATE EXISTING UTILITY LINES TO BE CONNECTED TO 4.

COMPENSATION SHALL BE ALLOWED.

ITEM SHALL BE CONSIDERED AS A SUBSIDIARY COST TO THE PROJECT AND NO ADDITIONAL

DISTURBED DURING CONSTRUCTION TO ITS ORIGINAL LOCATION AND ELEVATION. THIS

THE CONTRACTOR SHALL RE-ESTABLISH ANY PROPERTY MARKER, BENCHMARK, ETC. 3.

WORKS DIRECTOR AT 704-484-6840 AT LEAST 48 HOURS PRIOR TO STARTING CONSTRUCTION.

FOR THESE ACTIVITIES TO TAKE PLACE. THE CONTRACTOR SHALL CONTACT THE PUBLIC

PUBLIC WORKS DEPARTMENT PERSONNEL SHALL DETERMINE THE MOST APPROPRIATE TIME

A MINIMUM OF 48 HOURS PRIOR TO CUTTING OR CONNECTING TO EXISTING UTILITY LINES.

THE CONTRACTOR SHALL COORDINATE WITH THE CITY OF SHELBY UTILITIES DEPARTMENT 2.

CONSTRUCTION. THE NC ONE CALL TELEPHONE NUMBER IS 1-800-632-4949.

UTILITY COMPANIES OR AGENCIES IN WRITING AT LEAST 48 HOURS PRIOR TO BEGINNING

BEEN INCLUDED IN THE CONTRACT PRICE. THE CONTRACTOR SHALL NOTIFY ANY AFFECTED

RESULTING FROM THE WORK. THE COST OF ALL OF WHICH WILL BE CONSIDERED AS HAVING

FOR THE SAFETY AND PROTECTION THEREOF, AND FOR REPAIRING ANY DAMAGE THERETO

OF THE WORK WITH THE OWNERS OF SUCH UNDERGROUND FACILITIES DURING CONSTRUCTION,

INFORMATION AND DATA, FOR LOCATING ALL UNDERGROUND FACILITIES, FOR COORDINATION

CONTRACTOR SHALL HAVE FULL RESPONSIBILITY FOR REVIEWING AND CHECKING ALL SUCH

ACCURACY OR THE COMPLETENESS OF ANY SUCH INFORMATION AND DATA; AND, THE

OBSERVED IN THE FIELD. THE OWNER AND ENGINEER SHALL NOT BE RESPONSIBLE FOR THE

OR CONTIGUOUS TO THE SITE IS APPROXIMATE AND BASED ON PHYSICAL APPURTENANCES

INFORMATION AND DATA SHOWN WITH RESPECT TO EXISTING UNDERGROUND FACILITIES AT

PUBLIC OR PRIVATE, PRIOR TO EXCAVATION OR PRIOR TO MANUFACTURE OF PIPE. THE

THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UTILITIES, WHETHER 1.

GENERAL NOTES

A NON-PAY ITEM.

WITH NCDOT GUIDELINES. ANY SIGNS DAMAGED BY THE CONTRACTOR SHALL BE REPLACED AS

CONSTRUCTION SHALL BE REPLACED AT EQUAL OR BETTER CONDITION AND IN ACCORDANCE

OF CONSTRUCTION. ANY SIGN REQUIRING REMOVAL AND REPLACEMENT AS A RESULT OF

CONTRACTOR SHALL MAKE ALL ATTEMPTS TO PROTECT ALL SIGNS WITHIN THE LIMITS 39.

AND NO ADDITIONAL COMPENSATION WILL BE ALLOWED.

CONSTRUCTION. THIS ITEM SHALL BE CONSIDERED A SUBSIDIARY COST TO THE PROJECT

CONTRACTOR SHALL NOTIFY CITY STAFF OF THE NECESSARY REMOVAL PRIOR TO

OF CONSTRUCTION. IF CONSTRUCTION REQUIRES ANY TREE TO BE REMOVED, THE

CONTRACTOR SHALL MAKE ALL ATTEMPTS TO PROTECT ALL TREES WITHIN THE LIMITS 38.

PROJECT.

CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXISTING FENCING ALONG THE 37.

DRAINAGE.

EDGE OF PAVEMENT AND MEET EXISTING PAVEMENT AS NECESSARY TO ENSURE POSITIVE

CONTRACTOR SHALL SAW-CUT TO PROVIDE SMOOTH TRANSITION AT TIE-IN TO EXISTING 36.

SHOWN ON THE PLANS. STOP BARS SHALL BE INSTALLED AT ALL STREET INTERSECTIONS.

CONTRACTOR SHALL FURNISH AND INSTALL ALL THERMOPLASTIC PAVEMENT MARKINGS AS 35.

CITY OF SHELBY REQUIREMENTS AND RETURN SALVAGED UTILITIES TO THE CITY.

CONTRACTOR SHALL PROTECT AND SALVAGE ALL EXISTING UTILITIES IN ACCORDANCE WITH

CONSTRUCTION PHASES (INCLUDING POWER POLES, TELEPHONE RISERS, ETC.). THE

THE CONTRACTOR SHALL PROTECT ALL FRANCHISE UTILITIES DURING ALL 34.

APPROVAL OF THE CITY.

SHALL THE CONTRACTOR REMOVE OR RELOCATE A STOP OR YIELD SIGN WITHOUT THE

TIME A STREET SIGN IS TO BE REMOVED DUE TO CONSTRUCTION OPERATIONS. AT NO TIME

THE CONTRACTOR SHALL GIVE THE OWNER A MINIMUM OF 5 DAYS NOTICE PRIOR TO THE 33.

OTHERWISE NOTED.

ALL PAVING DIMENSIONS ARE TO EDGE OF PAVEMENT AND/OR FACE OF CURB UNLESS 32.

CONTRACTOR AT HIS EXPENSE UNLESS OTHERWISE SPECIFIED OR AGREED TO BY OWNER.

GRUBBING SHALL BE DISPOSED OF AT A LEGAL DISPOSAL FACILITY OFF SITE BY THE

UNUSABLE EXCAVATED MATERIAL AND ALL WASTE RESULTING FROM SITE CLEARING AND

ALL EXCAVATION IS UNCLASSIFIED AND SHALL INCLUDE ALL MATERIALS ENCOUNTERED. 31.

UNLESS WRITTEN APPROVAL IS OBTAINED FROM THE PROPERTY OWNER.

TO BE REMOVED SHALL BE DISPOSED OF AT A LEGAL DISPOSAL LOCATION OFF SITE,

PROPERTY OWNER OR THE CITY OF SHELBY (FOR R.O.W.) ALL CONSTRUCTION MATERIALS

ON ADJACENT PROPERTIES OR RIGHT-OF-WAY WITHOUT THE PRIOR WRITTEN CONSENT OF THE

CONTRACTOR SHALL NOT STORE MATERIALS, EQUIPMENT OR OTHER CONSTRUCTION ITEMS 30.

APPROVALS BEFORE CONSTRUCTION BEGINS.

THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS AND 29.

TO THE PROJECT FREE OF MUD AND DEBRIS FROM THE CONSTRUCTION AT ALL TIMES.

THE CONTRACTOR IS RESPONSIBLE FOR KEEPING STREETS AND PROPERTIES ADJACENT 28.

ALL TESTING SHALL BE IN ACCORDANCE WITH NCDOT STANDARD SPECIFICATIONS.27.

REMOVE ALL ROCK FROM TOPSOIL IN CULTIVATED AREAS.

MATERIAL AND SHALL BE PLACED ON TOP OF TRENCH BACK FILL. CONTRACTOR SHALL

SIX (6) INCHES. TOPSOIL SHALL BE KEPT SEPARATE FROM GENERAL TRENCH EXCAVATED

SHALL INCLUDE THE TOP SIX (6) INCHES OF TRENCH, UNLESS ROCK DEPTH IS LESS THAN

TOPSOIL REPLACEMENT IS REQUIRED IN ALL AREAS WHERE TOPSOIL EXISTS. TOPSOIL 26.

CONSTRUCTION HOURS.

SPECIFICATIONS. A LIMIT OF 40 LF OF TRENCH MAY BE CLOSED BY PLATES OUTSIDE OF

OF RUTTING AND POTHOLES. REPAIR DAMAGED PAVEMENT IN ACCORDANCE WITH

SHALL BE MAINTAINED BY THE CONTRACTOR TO ENSURE A SMOOTH DRIVING SURFACE FREE

BACKFILL SHALL BE INSTALLED TO THE FINISHED GRADE OF THE EXISTING PAVEMENT AND

EXCEPT DURING DAYLIGHT HOURS AND DURING CONSTRUCTION OPERATIONS. TEMPORARY

ESTABLISHED ROADWAYS. NO OPEN TRENCH WILL BE ALLOWED IN EXISTING PAVEMENT

CONTRACTOR SHALL INSTALL TEMPORARY BACKFILL AS REQUIRED FOR OPEN TRENCH IN 25.

REQUIREMENT BY OWNER OF ELECTRIC LINE.

ELECTRIC LINES. CONTRACTOR SHALL ABIDE BY NATIONAL ELECTRIC CODE AND ANY

CONTRACTOR SHALL TAKE SPECIAL PRECAUTIONS IN VICINITY OF ANY OVERHEAD 24.

SUBSIDIARY TO THE COST OF THE CONTRACT UNLESS OTHERWISE NOTED.

GRASS, AND TREES, AT NO ADDITIONAL COST TO THE OWNER. THIS WORK SHALL BE

PROPERTY, INCLUDING, BUT NOT LIMITED TO, FENCES, BRICKS, WALLS, PAVEMENT,

THE CONTRACTOR SHALL IMMEDIATELY REPAIR OR REPLACE ANY DAMAGE TO PRIVATE 23.

ON SUNDAY.

TRAVEL LANES AFTER SUNSET EXCEPT AS AUTHORIZED BY THE OWNER. NO WORK IS ALLOWED

WORK SO THAT NO MACHINERY OR EQUIPMENT SHALL BE CLOSER THAN 30 FEET TO ANY

THE CONTRACTOR SHALL NOT COMMENCE WORK BEFORE 7:00AM AND SHALL ARRANGE HIS 22.

BE ALLOWED.

CONSIDERED SUBSIDIARY TO THE PROJECT COST AND NO ADDITIONAL COMPENSATION SHALL

OF PERFORMING ANY WORK ON PRIVATE PROPERTY. DISTRIBUTION OF LETTERS SHALL BE

THE CITY INSPECTOR. THE CONTRACTOR SHALL NOTIFY RESIDENTS 48 HOURS IN ADVANCE

THE TIME FRAME FOR DOING THE WORK. COPIES OF THE LETTER SHALL BE FORWARDED TO

TELEPHONE NUMBERS OF CONTRACTOR CONTACTS, A DESCRIPTION OF WORK TO BE DONE, AND

PRIOR TO BEGINNING WORK ON EACH PROPERTY. THIS LETTER SHALL INCLUDE NAMES AND

THE CONTRACTOR SHALL DISTRIBUTE LETTERS TO ALL AFFECTED PROPERTY OWNERS 21.

COMPROMISED WATER QUALITY ENTERING THE DISTRIBUTION SYSTEM.

CHANGED CONDITION CAUSED BY CONSTRUCTION ACTIVITIES THAT MAY RESULT IN

CONTRACTOR SHALL IMMEDIATELY NOTIFY THE CITY INSPECTOR OF ANY DAMAGE OR 20.

ABANDON EXISTING WATER LINE.

CLOSE VALVE ON EXISTING ON SOUTH SIDE OF TEE AT STA 10+00. CUT, CAP, AND 9.

SERVICE.

CUT AND CONNECT PROPOSED WATERLINE AT STA 27+70. AND PLACE PROPOSED LINE IN 8.

EXISTING VALVE AT CLEARWATER SERVICE TEE LABELED EV-2 ON PLANS.

CITY TO LOCATE AND CLOSE EXISTING VALVE AT 639 WASHBURN SWITCH ROAD AND 7.

MOVE ALL SERVICES INTO NEW WATER LINE.6.

PLACE NEW WATER LINE SEGMENT IN SERVICE.

AT STA. 27+70. PRESSURE TEST, DISINFECT, AND UPON AUTHORIZATION,

CONSTRUCT THE NEW 16" DI WATERLINE AS SHOWN IN PLANS THROUGH ISOLATION VALVE 5.

32618 (SHEET W-04). PLACE EXISTING WATER LINE BACK IN SERVICE.

CUT-IN TWO 16"X16" TEES AND GATE VALVES AT STA 10+00 AND ADJACENT TO PARCEL 4.

CLEARWATER SERVICE TEE LABELED EV-1 ON PLANS.

CITY TO LOCATE AND CLOSE EXISTING VALVES AT RUSTLING WIND DRIVE AND 3.

PIPING. INSTALL THRUST COLLAR ON EXISTING 16" WATER LINE AT STA 10+00 AND 27+70.

ALL THRUST BLOCKING SHALL BE COMPLETED AND CURED PRIOR TO CUTTING ASSOCIATED 2.

72 HOURS PRIOR TO ANY SERVICE INTERRUPTIONS.

COORDINATE ALL STEPS WITH CITY OF SHELBY UTILITY DEPARTMENT. NOTIFY CITY1.

WATER LINE CONSTRUCTION SEQUENCING

R-5849 UC-3

ENGINEER

UTILITY CONSTRUCTION

APPROVED

WORKS DEPARTMENT

CITY OF SHELBY PUBLIC

ENGINEERING

STORM WATER

TRANSPORTATION

DATE

DATE

DATE

DATE

(POLYWRAPPED). POLYETHYLENE ENCASEMENT SHALL MEET AWWA C105 STANDARDS.

13. ALL DUCTILE IRON PIPE SHALL BE RESTRAINED JOINT AND POLYETHYLENE ENCASED

PIPE PRIOR TO TIE IN.

TO TIE IN. IF UNRESTRAINED, CONTRACTOR SHALL INSTALL THRUST COLLAR ON EXISTING

ON THE SERVICE. CONTRACTOR TO VERIFY RESTRAINT ON EXISTING SERVICE LINES PRIOR

WATER MAIN. ALL SERVICE CONNECTIONS SHALL INCLUDE AN ISOLATION VALVE INSTALLED

CONTRACTOR TO FIELD VERIFY SIZES OF ALL SERVICES TO BE CONNECTED TO NEW 12.

FOR CONNECTIONS TO EXISTING ASBESTOS CEMENT PIPES.

CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE AWWA, NCDEQ, AND ASTM STANDARDS 11.

ACCORDANCE WITH CITY OF SHELBY STANDARD DETAIL 6.19.

HORIZONTALLY FROM THE CENTERLINE OF THE WASTEWATER MAIN OR LATERAL. INSTALL IN

JOINTS OF THE WATER LINE PIPE ARE EQUIDISTANT AND AT LEAST TEN FEET

LINE PIPE SHALL BE CENTERED OVER THE WASTEWATER MAIN OR LATERAL SUCH THAT THE

MAIN OR LATERAL WITH THE NEW POTABLE WATER LINE PIPE, ONE SEGMENT OF THE WATER

WHERE THE CONTRACTOR CROSSES AN EXISTING, NON-PRESSURE RATED WASTEWATER 10.

FITTINGS WHERE POSSIBLE.

THE CONTRACTOR SHALL INSTALL A FULL JOINT OF PIPE ON BOTH SIDES OF ALL 9.

OTHERWISE).

WATER PIPE SHALL HAVE A MINIMUM OF 42 INCHES OF COVER (UNLESS NOTED 8.

BELOW GROUND SHALL BE POLYETHYLENE-ENCASED IN ACCORDANCE WITH AWWA C-509.

ALL VALVES, FIRE HYDRANTS, FITTINGS, AND OTHER METAL APPURTENANCES LOCATED 7.

APPROVED EQUAL.

BLOCKED. MECHANICAL RESTRAINT SHALL BE BY EBAA MEGALUG FOR DUCTILE IRON OR

ALL TEES, BENDS, REDUCERS, AND PLUGS SHALL BE MECHANICALLY RESTRAINED AND 6.

THE 16-INCH WATER LINE SHALL BE DUCTILE IRON, PRESSURE CLASS 250.5.

COST TO THE PROJECT AND NO ADDITIONAL COMPENSATION SHALL BE ALLOWED.

PLUGGED AND ABANDONED IN PLACE. THIS WORK SHALL BE CONSIDERED AS A SUBSIDIARY

THE ENDS OF ALL EXISTING WATER MAINS THAT ARE CUT, BUT NOT REMOVED, SHALL BE 4.

RECOMMENDED BY THE PIPE MANUFACTURER.

BENDS AND 50% OF THE MAXIMUM ALLOWABLE JOINT DEFLECTIONS AND MINIMUM RADIUS AS

NON-STANDARD VERTICAL AND HORIZONTAL BENDS SHALL BE INSTALLED USING STANDARD

CONTRACTOR SHALL INSTALL STANDARD BENDS AT LOCATIONS SHOWN. ALL 3.

SHALL BE ALLOWED.

SHALL BE CONSIDERED SUBSIDIARY TO THE PROJECT AND NO ADDITIONAL COMPENSATION

CONSTRUCTION BY USE OF TEMPORARY METHODS APPROVED BY THE OWNER. THIS WORK

THE CONTRACTOR SHALL MAINTAIN WATER SERVICE TO ALL CUSTOMERS THROUGHOUT 2.

THE INSTALLATION OF ANY PIPE.

THE CONTRACTOR SHALL VERIFY THE ELEVATION OF ALL UTILITY CROSSINGS PRIOR TO 1.

WATER LINE NOTES

MAILBOXES MUST MEET POST OFFICE STANDARDS

BE ALLOWED. THE LOCATION OF MAILBOXES IS TO BE DETERMINED BY PROPERTY OWNERS.

CONSIDERED A SUBSIDIARY COST TO THE PROJECT AND NO ADDITIONAL COMPENSATION WILL

TEMPORARY MAILBOXES SHALL BE PROVIDED AS REQUIRED. THIS ITEM SHALL BE 41.

TO THE CITY PRIOR TO CONSTRUCTION.

CONTRACTOR SHALL VIDEO THE ENTIRE PROJECT CORRIDOR AND PROVIDE A COPY OF THE CD

THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGE TO PRIVATE PROPERTY. THE 40.

DocuSign Envelope ID: C4A55B0D-1B55-45B5-8A60-483C945D1344

10/9/2017

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ENGINEER ENGINEER

R/W SHEET NO.

SHEET NO.PROJECT REFERENCE NO.

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8/17/99

R-5849 UC-4A

ENGINEER

UTILITY CONSTRUCTION

APPROVED

WORKS DEPARTMENT

CITY OF SHELBY PUBLIC

ENGINEERING

STORM WATER

TRANSPORTATION

DATE

DATE

DATE

DATE

DocuSign Envelope ID: C4A55B0D-1B55-45B5-8A60-483C945D1344

10/9/2017

NO

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ENGINEER ENGINEER

R/W SHEET NO.

SHEET NO.PROJECT REFERENCE NO.

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8/17/99

TRENCH EXCAVATION LIMITS

DIAMETER

INTERNAL

OF PIPE

W

WIDTH OF TRENCH

MAX W=MIN

4"-6"

8"-10"

12"

14"-16"

18"

20",21"

24"

27"

30"

36"

42"

48"

54"

60"

72"

78"

84"

90"

96"

108"

3’-9"

3’-9"

3’-9"

4’-2"

4’-4"

4’-8"

4’-11"

5’-9"

6’-7"

7’-4"

8’-2"

8’-9"

9’-4"

9’-10"

11’-0"

11’-8"

12’-0"

12’-6"

13’-0"

14’-0"

2’-0"

2’-2"

O.D.+2’

O.D.+2’

O.D.+2’

O.D.+2’

O.D.+2’

O.D.+2’

O.D.+2’

O.D.+2’

O.D.+2’

O.D.+2’

O.D.+2’

O.D.+2’

O.D.+2’

O.D.+2’

O.D.+2’

O.D.+2’

O.D.+2’

O.D.+2’

DEPTH

OF

CUT

S

MAXIMUM PAVEMENT

REPLACEMENT WIDTH

0-6’

>6-8’

>8-10’

>10-12’

S=W+4’

S=W+8’

S=W+12’

S=W+16’

W = TRENCH WIDTH AT BOTTOM OF

PIPE. TRENCH SIDE SLOPES SHALL

BE IN ACCORDANCE WITH OSHA

REQUIREMENTS.

>12-14’ S=W+20’

>14-16’ S=W+24’

>16-18’ S=W+28’

>18’ S=W+32’

PIPE

SIZE

(IN)

CONCRETE THRUST BLOCK SCHEDULE*

BEND DESIGN

PRESSURE

(PSI)

90 /TEE 45 22 1/2 11 1/4 &o oo

H L LH H L H

o

L

350

350

350

350

350

350

350

350

350

350

2.0

2.6

3.2

3.8

4.4

5.0

5.6

6.2

7.4

9.1

6.0

8.0

10.0

12.0

14.0

16.0

18.0

20.0

24.0

30.0

2.6

3.5

4.2

5.0

5.8

6.6

7.4

8.2

9.9

12.2

5.3

7.0

8.5

10.1

11.7

13.3

14.9

16.5

19.8

24.5

1.9

2.5

3.1

3.7

4.3

4.9

5.5

6.1

7.2

9.0

3.9

5.1

6.3

7.5

8.6

9.8

11.0

12.2

14.5

18.0

1.4

1.8

2.2

2.6

3.1

3.5

3.9

4.3

5.2

6.4

2.8

3.7

4.5

5.3

6.2

7.0

7.9

8.7

10.4

12.9

1.0

1.3

1.6

1.9

2.2

2.5

2.8

3.1

3.7

4.5

5 5/8o

*

STRENGTH OF 2000 PSF USING SF OF 1.5

BASED ON AVERAGE SOIL PASSIVE BEARING

8.2

7.2

6.3

5.4

23.1

20.4

17.9

15.4

11.5

10.2

8.9

7.7

32.4

28.6

25.0

21.6

16.2

14.3

12.5

10.8

44.0

38.8

34.0

29.3

22.0

19.4

17.0

14.6

54.0

48.0

42.0

36.0

16.4

14.5

12.7

10.9 350

350

350

350

350

35017.6

18.7

60.0

64.0

23.5

25.1

47.1

50.2

17.3

18.4

34.7

36.9

12.4

13.2

24.8

26.4

8.8

9.3

MINA

MINA

DIA

PIP

EV

ARIE

S

MIN

A

ELEVATION

THRUST COLLAR

3" CLR (TYP)

THRUST COLLAR

3" CLR (TYP)

12-Y BARS

(SPACED AS SHOWN)

TYPICAL CONCRETE THRUST

COLLAR. MIN OF (A") INTO

UNDISTURBED MATERIAL

ALL AROUND

TRENCH BOTTOM

B

MIN

TYPICAL CONCRETE THRUST

COLLAR. MIN OF (A") INTO

UNDISTURBED SOIL

6-X BARS

EACH WAY, EACH FACE

12-Y BARS

(SPACED AS SHOWN)

TRENCH

WIDTH

PIPE SIZE X BARS Y BARS A B

6"-36"

42"& >

#5

#6

1’-4" 1’-7"

1’-8" 1’-9"#6

#5

45

CLASS B

CONCRETE

1/2

H1/

2H

H

TYPICAL SECTION

TEE OR BEND

UNDISTURBED

EARTH

W 12"

1/2 L

1/2 L

UNDISTURBED

EARTH

CLASS B

CONCRETE

PLAN - BENDPLAN - TEE

6"

MIN

1/2 L 1/2 L

12" T

YPIC

AL

CLASS B

CONCRETE

UNDISTURBED

EARTH

THRUST BLOCKS(SEE NOTE 1)

6.20

NO.THRUST BLOCK DETAIL

R-5849 UC-4B

ENGINEER

UTILITY CONSTRUCTION

APPROVED

WORKS DEPARTMENT

CITY OF SHELBY PUBLIC

ENGINEERING

STORM WATER

TRANSPORTATION

DATE

DATE

DATE

DATE

DocuSign Envelope ID: C4A55B0D-1B55-45B5-8A60-483C945D1344

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1 INCH = FEETGRAPHIC SCALE

50 0 25 50 100 150

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S

S

S

S

S

S

S

02

02

016

024 +

75

0202

00

01

0101

00

01

02

02

01

01 0

1

00

02

02

02

10

15

20

24" CMP

24"

RC

P

15" RCP

24"

RC

P

24" RCP

15" RCP

24" CMP

CT

HH

T

HH

S

HH

S

CONC

PO

ST

S(11) 3.5

" M

TL

TEST WIRE

24"

ST

L

7"

BS

T

CU

RB

RR SIG

48"

CH

LW/

LT

W/

LT

72"

CH

L

W/ 3S

BW

SPRINKLER

AUTOGATE

GA

TE

6"

CH

L

S

S

S

5’ CONC

JB

18" CMP

PL

AN

TE

R

S

1SBD

LT

21’ CONC HW

18"

PV

C48 S

T

(2) 24"

RC

P

12’ S

OIL

4’ CONC HW

DI

DI I/

A

DI

9.46’

7.77’

RE

BA

R

RE

BA

R

RE

BA

R

RE

BA

R

RE

BA

R

EIP

S 05°15’58" E

N 74°5

0’2

0"

E

DB 1696 PG 845

CLEARWATER PAPER CORPORATION

N 74°18’18"

E 14

9.8

5’ (EIP-

CO

R)

N 74°18’18"

E 14

9.8

5’ (EIP-

CO

R)

N 74°5

4’2

3"

E 17

9.4

7’ (R

EB

AR-

RE

BA

R)

152.4

1’ (

RW-

RE

BA

R)

520.67’ (REBAR-COR)

465.13’ (RW-COR)

EXISTING CSX R/W

100.0

0’

EXISTING CSX R/W

EXISTING NS R/W

50.0

0’

EXISTING R/W

EXISTING R/W

60.0

0’

EIP

S 74°4

2’5

5"

W405.3

2’ (EIP-EIP)

400.9

5’ (R

W-EIP)

JJI LIG

HTIN

G

GR

OU

P, IN

C.

DB 1125 P

G 2356

BS

T

BS

T

7"

BS

T

CU

RB

ABANDONED

EIP

POSTS

(13) 3.5"

MT

L

18" CMP

NORFOLK SOUTHERN

CSX TRANSPORTATION

8"

DI

8" VCP

6"VCP

8"

VC

P

CUS

TO

ME

R

FIR

ST

ST

10’ B

ST

6" STEEL

6" STEEL

6" STEEL

16"CIP

16"CIP

16"CIP

200PR

200PR

200PR

2"S

TE

EL

2"S

TE

EL

2"STEEL

2"S

TE

EL

2"STEEL

10"DIP

10"DIP

10"DIP

4"DIP

10"DIP

10"CIP

50 P

R

100 PR

100 PR

100 P

R

SP

LIC

EB

OX

LT

LT

T

LT

HH

LT

SE

RVIC

E

4"S

TL

100

PR

24 S

TR

AN

D

12 S

TR

AN

D

16"

DIP

DB 1678 PG 36CLEVELAND COUNTY

100.0

0’

CLEARWATER PAPER CORPORATION

DB 1696 PG 845

6’ CONC HW

WIRETESTGAS

VALVES

IRRIGATION

12 STR

24 STR

CLEARWATER PAPER CORPORATION

DB 1642 PG 197

CAPITAL FUNDS, INC.

CORPORATION BOOK 18 PG 604

BOX

BATTERY

BOX

RR SIG

DI

GR

OU

ND

LT

FL

AG

PO

LE

BST VARIES

SR 1313 WASHBURN SWITCH RD

SWITCHOF

POINT

FROGOF

POINT

CONSTRUCTIONOF

POINT

C

F

F

F

F

F

F

F

F

C

F

C

C

C

C

C

F

C CC

CC

F

CC

CC

F

C

F

C

F

C

F

C

F

C

F

C

F F F

C C

C

C

F

F

F

FF

F

F

C

C

C

CC

CC

FT

RE

VISIO

NS

HYDRAULICSROADWAY DESIGN

ENGINEER ENGINEER

R/W SHEET NO.

SHEET NO.PROJECT REFERENCE NO.

$$$$$$

SY

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8/17/99

INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION

NAD 83/ 2011

MA

TC

H

TO

SH

EET U

C-6

MA

TC

H

LIN

E STA. 22+

00.0

0

PLAN

R-5849 UC-5

ENGINEER

UTILITY CONSTRUCTION

APPROVED

WORKS DEPARTMENT

CITY OF SHELBY PUBLIC

ENGINEERING

STORM WATER

TRANSPORTATION

DATE

DATE

DATE

DATE

AND TYPE OF FITTINGS WILL VARY BASED ON FIELD CONDITIONS.

FITTINGS ON THIS SHEET IS 4,620 POUNDS. THE ACTUAL QUANTITY

THE ESTIMATED QUANTITY OF DUCTILE IRON WATER PIPE

45.0

0’

EX.

R/W

01

02

03

04

15+00

20+00IV

IV

(BY OTHERS)

W/ 24" SANITARY SEWER

30" CASING

VALVE

EXISTING 16"

EV-2

VALVE

EXISTING 16"

EV-1

IV

IV

IV IV

IV

6.0’ TYP 16.7’

STA. 10+00.00

CONNECT TO EXISTING 16" MAIN

SHT. WD-02, & SHT. W-01 FOR SEQUENCING)

(SEE DETAIL 6.02 SHT WD-01, DETAIL 6.20

2 - 16" ISOLATION VALVES

1 - 16" X 16" TEE

1 - THRUST COLLAR

BEFORE CONNECTING

INSTALL THRUST COLLAR ON EX. PIPE

ABANDONED IN PLACE

WATERLINE TO BE

1195 LF EXIST. 16" CIP

6.20 SHT. WD-02)

(SEE SHT. W-01 FOR SEQUENCING & DETAIL

53 LF OF 16" RJ DIP

3 - 16" ISOLATION VALVES

1 - 16" X 16" TEE

CONNECT TO EXISTING 16" SERVICE MAIN

STA. 14+29.31

6.0’ TYP 14.0’

DETAIL 6.20 SHT. WD-02)

(SEE SHT. W-01 FOR SEQUENCING &

89 LF OF 0.25" THICK 20" STEEL CASING PIPE

120 LF OF 10" RJ DIP

1 - 10" GATE VALVE

1 - 16" ISOLATION VALVE

1 - 16" X 10" TEE WITH THRUST BLOCK

CONNECT TO EXISTING 10" SERVICE LINE

STA. 19+95.71

6.0’ TYP

16.6’

(BY OTHERS)

PROPOSED 6" GAS

(BY OTHERS)

PROPOSED 6" GAS

(BY OTHERS)

PROPOSED 2" GAS

16" DIP RJ PC-250 WATER MAIN

INSTALL 1,200 LF

DocuSign Envelope ID: C4A55B0D-1B55-45B5-8A60-483C945D1344

10/9/2017

1 INCH = FEETGRAPHIC SCALE

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50

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18"

RC

P

15" RCP

15" RCP

HW

5’ CONCT

WIRE

TEST

REGULATOR

FIELD

RE

GU

LA

TO

R

FIE

LD

20’ B

ST

20’ B

ST

19’ B

ST

EXISTING CSX R/W

100.0

0’

EXISTING R/W

30.0

0’

6" STEEL

16"CIP

50

PR

200PR

CO

AXIA

LC

OA

XIA

L

SE

RVIC

E

2 PR

50 PR

2"STL

8"

DIP

C

6"STEEL

b

n

G-F

AR

M

CORPORATION BOOK 18 PG 604

CAPITAL FUNDS, INC.

W\LT

BOX

SIG

RR

PLANTER

DB 1666 PG 1832

SUSAN SEAL ENTERPRISES, LLC

SEAL WIRE COMPANY

DB 17G PG 118

JJI LIGHTING GROUP, INC.

DB 1125 PG 2356

W\LT

W\LT

W\LT

GTD

GTD

GTDGTD

24" RC

P-IV

STANDARD BASE DITCH

-L- STA. 29+72 LT

DETAIL 2

18"

18"DI

SPECIAL CUT DITCH

FROM -L- STA. 25+50 TO STA. 29+72 RT

DETAIL 1

O

C C CC

C

C

CC

C

F

C

F

C

F

C

C

FF

FF

CC

C

CC

FF

02

02

03

04

29’ 04

004

-L-

2’ FDPS

2’ FDPS

01

010001

02

20’R 20’R

-L- STA. 29+90.00END PROJECT 47336

30

RE

VISIO

NS

HYDRAULICSROADWAY DESIGN

ENGINEER ENGINEER

R/W SHEET NO.

SHEET NO.PROJECT REFERENCE NO.

$$$$$$

SY

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8/17/99

RE

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8/17/99

NAD 83/ 2011

PLAN

MA

TC

H

TO

SH

EET U

C-5

MA

TC

H

LIN

E STA. 22+

00.0

0

15

R-5849 UC-6

ENGINEER

UTILITY CONSTRUCTION

APPROVED

WORKS DEPARTMENT

CITY OF SHELBY PUBLIC

ENGINEERING

STORM WATER

TRANSPORTATION

DATE

DATE

DATE

DATE

AND TYPE OF FITTINGS WILL VARY BASED ON FIELD CONDITIONS.

FITTINGS ON THIS SHEET IS 3,320 POUNDS. THE ACTUAL QUANTITY

THE ESTIMATED QUANTITY OF DUCTILE IRON WATER PIPE

04

03

25+00

IV

IV

IV

ABANDONED IN PLACE

WATERLINE TO BE

563 LF EXIST. 16" CIP

2" EXISTING SERVICE

CONNECT TO

CONNECT TO EXISTING 16" MAIN

STA. 27+70.84

SHT. WD-02, & SHT. W-01 FOR SEQUENCING)

(SEE DETAIL 6.02 SHT WD-01, DETAIL 6.20

1 - 16" ISOLATION VALVE

1 - THRUST COLLAR

INSTALL THRUST COLLAR ON EX. PIPE BEFORE CONNECTING

STA. 22+15.94

CONNECT TO EXISTING 8" SERVICE LINE

1 - 16" X 8" TEE WITH THRUST BLOCK

1 - 8" ISOLATION VALVE

40 LF 8" RJ DIP

(SEE SHT. W-01 FOR SEQUENCING & DETAIL

6.20 SHT. WD-02)

6.0’ TYP

20.0’

16" DIP RJ PC-250 WATER MAIN

INSTALL 571 LF

(SEE DETAIL 6.02 SHT WD-01)

14 LF 6" RJ DIP

1 - 6" ISOLATION VALVE

1 - 16" X 6" TEE

CONNECT TO EXISTING SERVICE MAIN

STA. 24+64.63

(BY OTHERS)

PROPOSED 6" GAS

DocuSign Envelope ID: C4A55B0D-1B55-45B5-8A60-483C945D1344

10/9/2017

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NS

HYDRAULICSROADWAY DESIGN

ENGINEER ENGINEER

R/W SHEET NO.

SHEET NO.PROJECT REFERENCE NO.

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PLAN

NAD 83/ 2011

47336 UC-7

15+00

20+00IV

IV

25+00

IV

IV

IV

IV

IV

IV

IV

IV

1 INCH = FEETGRAPHIC SCALE

0 400 6000 100 200200

200

STA. 27+70.84

CONNECT TO EXISTING 16" MAIN

STA. 10+00.00

CONNECT TO EXISTING 16" MAIN

VALVE

EXISTING 16"

EV-1

VALVE

EXISTING 16"

EV-2 PC-250 WATER MAIN

PROPOSED 16" DIP

WASHBURN SWITCH RD.

WASHBURN S

WITCH R

D.

RUS

TLIN

G W

IND D

R.

ON 16" WATER MAIN

EXISTING 16" VALVE

N.T.S.

ON 16" WATER MAIN

EXISTING 16" VALVE

ENGINEER

UTILITY CONSTRUCTION

APPROVED

WORKS DEPARTMENT

CITY OF SHELBY PUBLIC

ENGINEERING

STORM WATER

TRANSPORTATION

DATE

DATE

DATE

DATE

AND TYPE OF FITTINGS WILL VARY BASED ON FIELD CONDITIONS.

FITTINGS ON THIS SHEET IS 1,490 POUNDS. THE ACTUAL QUANTITY

THE ESTIMATED QUANTITY OF DUCTILE IRON WATER PIPE

CONNECT TO EXISTING 16" MAIN

E 1,221,253.2579

N 581,580.2782

(SEE SHT. W-01 FOR SEQUENCING)

1 - 16" CAP

1 - SOLID SLEEVE

3 - 16" ISOLATION VALVES

1 - 16" X 16" TEE

1 - THRUST COLLAR

BEFORE CONNECTING

INSTALL THRUST COLLAR ON EX. PIPE

DocuSign Envelope ID: C4A55B0D-1B55-45B5-8A60-483C945D1344

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SHEET NO.PROJECT REFERENCE NO.

HYDRAULICSROADWAY DESIGN

ENGINEER ENGINEER

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SY

STIM

E$$$$$

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DG

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

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US

ER

NA

ME$$$$

R-5849 UC-8

10 11 12 13 14 15 16 17 18 19 20 21 22

840

850

860

870

880

890 890

880

870

860

850

840

840

850

860

870

880

890

900

22 23 24 25 26 27

840

850

860

870

880

890

900

PROFILE

VERT. 1"= 10’

SCALE: HORIZ. 1"= 50’

PROFILE

VERT. 1"= 10’

SCALE: HORIZ. 1"= 50’

ENGINEER

UTILITY CONSTRUCTIONAPPROVED

WORKS DEPARTMENT

CITY OF SHELBY PUBLIC

ENGINEERING

STORM WATER

TRANSPORTATION

DATE

DATE

DATE

DATE

18" MIN. CLR.

(TYP)

3.5’ MIN COVER

CASING (BY OTHERS)

PROP 30" SEWER

SE

E

DE

TAIL 6.19 S

HT. W

D-02

MIN. 18"

CLR.

PR

OP. S

EW

ER

LIN

E

CR

OS

SIN

G

EX. GROUND

EX. 16"

16" S

ER

VIC

E

MAIN

CO

NN

EC

T

TO

EXIS

TIN

G

16" S

ER

VIC

E

MAIN

CO

NN

EC

T

TO

EXIS

TIN

G

ST

A. 14+46.12

EXIS

TIN

G

CO

NN

EC

T

TO

ST

A. 19+82.0

4

SEE SHEET UC-5 FOR PLAN

16" RJ DIP PC-250 WM 16" RJ DIP

PC-250 WM

EX. GROUND

EX. 16"

3.5’ MIN COVER (TYP)

8" S

ER

VIC

E

LIN

E

CO

NN

EC

T

TO

EXIS

TIN

G

ST

A. 2

2+17.7

5

8" S

ER

VIC

E

MAIN

CO

NN

EC

T

TO

EXIS

TIN

G

16" S

ER

VIC

E

MAIN

CO

NN

EC

T

TO

EXIS

TIN

G

SEE SHEET UC-6 FOR PLAN

16" RJ DIP PC-250 WM

DocuSign Envelope ID: C4A55B0D-1B55-45B5-8A60-483C945D1344

10/9/2017