20190370 Ver 1_Utility Plans_20190903

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VICINITY MAP
BEGIN CONSTRUCTION
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PLANS
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PROFILE (HORIZONTAL)
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PROFILE (VERTICAL)
UTILITIES BY OTHERS PLANS
ONSLOW COUNTY
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T.I.P.NO.
SHEET NO.
U-4906
UO-1
ALL UTILITY WORK SHOWN ON THIS
SHEET IS DONE BY OTHERS.
NO PAYMENT WILL BE MADE TO
THE CONTRACTOR FOR UTILITY WORK
SHOWN ON THIS SHEET.
LOCATION: GUM BRANCH ROAD (SR 1308) - WIDENING FROM THE
EASTERN CITY LIMITS OF RICHLANDS TO RAMSEY ROAD (SR 1324)
END RESURFACING
TYPE OF WORK RELOCATE -L- STA 307+68.37 = END CONSTRUCTION
POWER TELEPHONE AND CATV BEGIN RESURFACING BEGIN RESURFACING
-Ll- STA 10+00.00 -Ll- STA 23+25.00
Icoly
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BEGIN
�'A1°ry Y5 STA 011 + 50.00
INDEX OF SHEETS
SHEET NO.: DESCRIPTION.
UO-1 TITLE SHEET
UO-2 THRU UO-I5 UBO PLAN SHEETS
END CONSTRUCTION
-L- POT STA
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BEGIN CONSTRUCTION
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END CONSTRUCTION
-L1- STA 46+70.00
END CONSTRUCTION
END TIP PROJECT U-4906
-LI- POT STA 80+00.00
PRELIMINARY PLANS
00 NOT Vffi PoR L TRVC190N
PREPARED IN ]HE OFFICE OF.
DIVISION OF HIGHWAYS
UTILITIES UNIT
1555 Mau SERVICES CENTER
RALEIGH NC 2109 15S5
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Consultants, Inc.
BO BEMPHILL, PB
NARIL RAMIL
UTILITIES REGIONAL ENGINEER
UTILITIES ENGINEER
WEBS WHITE UTILITY PROJECT MANAGER
EYLE PLEASANT
UTILITIES AREA COORDINATOR
LARRY JAMES
UTILITIES COORDINATOR

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CONTRACTOR FOR UTILITY WORK
SHOWN ON THIS SHEET.

U-4906 I UD-13
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a
❑-4906 00-16
THIS SHEET CORRESPONDS TO flDY-28
NAD
UTILITIES BY OTHERS
Sy
NSR`7
ALL PROPOSED UTILITY WORK SHOWN ON THIS
SHEET WILL BE DONE BY OTHERS. NO
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FOR PROPOSED UTILITY WORK SHOWN ON
THIS SHEET.
Y
END CONSTR UCITON
/
END TIP PRO ECT U-4106
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BEGIN CONSTRUCTION
BEGIN TIP PROJECT U
\-I- POT STA 30+50.00
0700t%4.I
11m
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ti 6
TO RIC ALWE) .
SR NCH RO '01 /! O
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NOTES:
1. THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES.
GRAPHIC SCALES
50 25 0 50 100
NN
PLANS
50 25 0 50 100
PROFILE (HORIZONTAL)
10 5 0 0 20
PROFILE (VERTICAL)
INDEX OF SHEETS
SHEET
NO.:
DESCRIPTION.•
UFI
TITLE SHEET
UC-2
UTILITY SYMBOLOGY
UC-3
TO
UC-3A
NOTES
VC-311
TO
UC.3J
DETAILS
VC-4
TO
UC-13
PLAN SHEETS
UC-14
TO
UC-16
PROFILE SHEETS
T.I.P. NO. SHEET No
STATE OFNO][ TH CARO1LINA U-4906 UC-1
DIVISION OF 14IG14WAYS
DOCUMENT NOT CONSIDERED FINAL
UNTfL ALL SIGNATURES ARE COMPLETED,
UTILITY CONSTRUCTION PLANS
ONSLOW COUNTY
LOCATION: GUM BRANCH ROAD (SR 1308) — WIDENING FROM THE
EASTERN CITY LIMITS OF RICHLANDS TO TIMOTHY ROAD (SR 1388)
TYPE OF WORK: WATER AND SEWER LINE RELOCATION
END RESURFACING
-L- STA 307+68.37 =
END CONSTRUCTION
BEGIN RESURFACING
BEGIN RESURFACING
-L1- STA 10+00.00
-L1- STA 23+25.00 a
END CONSTRUCTION
?OOP
100%
BEGIN RESURFACING
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BEGIN CONSTRUCTION
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END RESURFACING
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2 TO IACKSONVILLE
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END RESURFACING
?
END CONSTRUCTION
k
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-Y5- STA 12+50.00
END CONSTRUCTION
41- STA 46+70.00
END CONSTRUCTION
END TIP PROJECT U-4906
-LI- POT STA 80+00.00
WATER AND SEWER
OWNERS ON PROJECT
(A) WATER - ONWASA
(B) SANITARY SEWER - ONWASA
(C) WATER - CITY OF JACKSONVILLE
PRRPARRO A' 2R8 OFFICR OF
�� M A Engineering „�,;';'"�
iAAr Consultants, Inc
FOR
MTBNC1LIoeA4 F 'L NW aN27808000
KEVIN C ZOEB, PE PROJECT ENGINEER
SAM FORSTER PROJECT DESIGNER
WEBB RHITB PROJECT UTU= COORDINATOR
sE.0
LARD��Ny,
Pof E55j 41 i
u SEAL
2i611 1 =
F�'N
DIVISION OF HIGHWAYS
DIVISION 3
5501 BAReADOR arm
CASIIR RAYNR NC 29429
PHONE (910) 34b2000
FAX [phone]
MICHAEL L BASS, JR. RNGINEERfNG TEC'E fCIAN
ADVANCED
LONNY SMITH DIVISION UTILITY ENGINEER

SHEET NO.
PROPOSED WATER SYMBOLS
Water Line (Sized as Shown)
111/4 Degree Bend
---- ---++
22% Degree Bend --
--+-�'
45 Degree Bend - --
-- ----+x
90 Degree Bend - --
-- ---+f
Plug
Tee
Cross. _._
.+$+
Reducer --- - --
--I.
-
Gate Valve --- --- ---
-- N
Butterfly Valve --- --
By
--- N
Tapping Valve -- --- --
-- N
Line Stop __. __.
_._ LB
Line Stop with Bypass --- ---
BPI
-- LBI
Blow Off _... _.. _..
_&
Fire Hydrant --- --- ---
- PV
Relocate Fire Hydrant --- ---
-- W
Remove Fire Hydrant --- --
-REM FH
Water Meter -- -
-- i
Relocate Water Meter --- ---
-- i
Remove Water Meter --- -_
-REM wM
Water Pump Station -- --
---
RPZ Backflow Preventer --- ---
--P®
DCV Backflow Preventer -- ---
-
Relocate RPZ Backflow Preventer ---
--
Relocate DCV Backflow, Preventer --
--
PROPOSED SEWER SYMBOLS
Gravity Sewer Line
(Sized as Shown)
Force Main Sewer Line
(Sized as Shown)
Manhole
(Sized per Note)
Sewer Pump Station
STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
AYS
UTILITIES PLAN
SHEET SYMBOLS
PROPOSED MISCELLANOUS
UTILITIES SYMBOLS
- Power Pole - --
--- b
Thrust Block -- -- --
Telephone Pole --- ---
--- o
Air Release Valve -- --- ---
1
Joint Use Pole - ---
----b
Utility Vault- --- - -
Telephone Pedestal-- --
---"b
Concrete Pier-- ---- -- --
Utility Line by Others
_.
Steel Pier _. _.
(Type as Shown).
Trenchless Installation
T„ 11
Plan Note --- --- --- --
NOTE
Encasement by Open Out ---
..a
-_ a
Pay Item Note - --- -- --
PAY ITEM
Encasement -- ---
o,E EE",
---o
EXISTING
UTILITIES SYMBOLS
Power Pole --- --
--- b
"Underground Power Line-- --- --
Telephone Pole --- ---
-- a
`Underground Telephone Cable -- ---
T
Joint Use pole --- ---
---- -b-
Underground Telephone Conduit -- ---
T<.
Utility Pole --- -
-- o
Underground Fiber Optics Telephone Cable
TM
Utility Pole with Base ---
---- ❑
`Underground TV Cable --- --- --
*.
H-Frame Pole ---
--- o--o
"Underground Fiber Optics TV Cable -
;.,°
Power Transmission Line Tower-
--- ®
`Underground Gas Pipeline -- --
Water Manhole -- -
---- a
Aboveground Gas Pipeline
Power Manhole --- ---
--- 0
`Underground Water Line--- --- ---
"
Telephone Manhole --- -
-- o
Aboveground Water Line--- -
Al "O.If
Sanitary Sewer Manhole --
- 0
Undergrounds Gravity Sanitary Sewer Line-
rs
Hand Hole for Cable-- -
---- M
Aboveground Gravity Sanitary Sewer Line -
ABC B°°H°r. Sewer
Power Transformer -. ---
--- 0
`Underground SS Forced Main Line --- --
Telephone Pedestal -- -
---- ©
Underground Unknown Utility Line
CATV Pedestal --- -
-- ©
SUE Test Hole-- -- -
m
Gas Valve - - --
---- o
Water Meter --- -- -- --
Gas Meter- ---
--- ®
Water Valve --- --- --- -
Located Miscellaneous Utility Object -_- o
Fire Hydrant --- --- - ---
a
Abandoned According to Utility
Records--- AATUR
Sanitary Sewer Cleanout- --- --
o
End of Information -- ---
--- E.O.I.
For Existing Utilities
Utility Line Drawn from Record,._,,,,,___.,,,,__
(Type as Shown) "
Designated Utility Line
(Type as Shown)_. ---------

U-4906
GENERAL NOTES:
1. THE PROPOSED UTILITY CONSTRUCTION
SHALL MEET THE APPLICABLE REQUIREMENTS
OF THE NC DEPARTMENT OF
TRANSPORTATION'S "STANDARD
SPECIFICATIONS FOR ROADS AND
STRUCTURES" DATED JANUARY 2018;
AND THE ONSLOW WATER AND SEWER
AUTHORITY (ONWASA) MANUAL OF STANDARDS,
SPECIFICATIONS, AND DETAILS, LATEST
EDITION (MAY 2016);
AND THE CITY OF JACKSONVILLE MANUAL OF
SPECIFICATIONS, STANDARDS, AND DESIGN,
LATEST EDITION (JULY 2006).
2. THE EXISTING WATER LINE UTILITIES
BELONG TO ONSLOW WATER AND SEWER
AUTHORITY (ONWASA) AND THE CITY OF
JACKSONVILLE.
ONWASA
CONTACT: DAVID M. MOHR, PE
PHONE: [phone]
CITY OF JACKSONVILLE (COJ)
CONTACT: MICHAEL MOORE
PHONE: [phone]
THE EXISTING SEWER LINE UTILITIES
BELONG TO ONSLOW WATER AND SEWER
AUTHORITY (ONWASA).
CONTACT: DAVID M. MOHR, PE
PHONE: [phone]
3. ALL WATER LINES TO BE INSTALLED
WITHIN COMPLIANCE OF THE RULES AND
REGULATIONS OF THE NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY,
DIVISION OF WATER RESOURCES, PUBLIC
WATER SUPPLY SECTION.
4. THE UTILITY OWNER OWNS THE EXISTING
UTILITY FACILITIES AND WILL OWN THE NEW
UTILITY FACILITIES AFTER ACCEPTANCE BY
THE DEPARTMENT. THE DEPARTMENT OWNS THE
CONSTRUCTION CONTRACT AND HAS
ADMINISTRATIVE AUTHORITY.
COMMUNICATIONS AND DECISIONS BETWEEN
THE CONTRACTOR AND UTILITY OWNER ARE
NOT BINDING UPON THE DEPARTMENT OR THIS
CONTRACT UNLESS AUTHORIZED BY THE
ENGINEER. AGREEMENTS BETWEEN THE
UTILITY OWNER AND CONTRACTOR FOR THE
WORK THAT IS NOT PART OF THIS CONTRACT
OR IS SECONDARY TO THIS CONTRACT ARE
ALLOWED, BUT ARE NOT BINDING UPON THE
DEPARTMENT.
5. PROVIDE ACCESS FOR THE DEPARTMENT
PERSONNEL AND THE OWNER'S
REPRESENTATIVES TO ALL PHASES OF
CONSTRUCTION. NOTIFY DEPARTMENT
PERSONNEL AND THE UTILITY OWNER TWO
WEEKS PRIOR TO COMMENCEMENT OF ANY WORK
AND ONE WEEK PRIOR TO SERVICE
INTERRUPTION. KEEP UTILITY OWNERS'
REPRESENTATIVES INFORMED OF WORK
PROGRESS AND PROVIDE OPPROTUNITY FOR
INSPECTION OF CONSTRUCTION AND TESTING.
6. THE PLANS DEPICT THE BEST AVAILABLE
INFORMATION FOR THE LOCATION, SIZE, AND
TYPE OF MATERIAL FOR ALL EXISTING
UTILITIES. MAKE INVESTIGATIONS FOR
DETERMINING THE EXACT LOCATION, SIZE,
AND TYPE MATERIAL OF THE EXISTING
FACILITIES AS NECESSARY FOR THE
CONSTRUCTION OF THE PROPOSED UTILITIES
AND FOR AVOIDING DAMAGE TO EXISTING
FACILITIES. REPAIR ANY DAMAGE INCURRED
TO EXISTING FACILITIES TO THE ORIGINAL
OR BETTER CONDITION AT NO ADDITONAL
COST TO THE DEPARTMENT.
7. MAKE FINAL CONNECTIONS OF THE NEW
WORK TO THE EXISTING SYSTEM WHERE
INDICATED ON THE PLANS, AS REQUIRED TO
FIT THE ACTUAL CONDITIONS, OR AS
DIRECTED BY THE ENGINEER.
8. MAKE CONNECTIONS BETWEEN EXISTING
AND PROPOSED UTILITIES AT TIMES MOST
CONVENIENT TO THE PUBLIC, WITHOUT
ENDANGERING THE UTILITY SERVICE, AND IN
ACCORDANCE WITH THE UTILITY OWNER'S
REQUIREMENTS. MAKE CONNECTIONS ON
WEEKENDS, AT NIGHT, AND ON HOLIDAYS IF
NECESSARY.
9. ALL UTILITY MATERIALS SHALL BE
APPROVED PRIOR TO DELIVERY TO THE
PROJECT. SEE 1500-7, " SUBMITTALS AND
RECORDS" IN SECTION 1500 OF THE
STANDARD SPECIFICATIONS.
10. CONTRACTOR SHALL NOT OPERATE ANY
VALVES ON THE EXISTING UTILITY SYSTEMS.
CONTRACTOR SHALL CONTACT THE UTILITY
OWNER TO CONDUCT STRATEGIC OPERATION OF
VALVES FOR SERVICE INTERRUPTION IN
ORDER TO PERFORM SPECIFIC WORK.
PROJECT SPECIFIC NOTES:
A. APPLICABLE TO BOTH UTILITY OWNERS
1. ALL UTILITY CONSTRUCTION SHALL BE
SUBJECT TO A FINAL INSPECTION BY THE
UTILITY OWNER REPRESENTATIVE TO INSURE
CONFORMANCE TO THE UTILITY OWNER'S
STANDARDS PRIOR TO FINAL ACCEPTANCE BY
THE DEPARTMENT.
2. CONTRACTOR'S ATTENTION IS DIRECTED
TO SECTIONS 102, 107, AND 1550 OF THE
STANDARD SPECIFICATIONS CONCERNING
TRENCHLESS INSTALLATION. PRIOR TO
COMMENCING ANY WORK ON ANY TRENCHLESS
INSTALLATION ON THIS PROJECT, IT IS THE
CONTRACTOR'S RESPONSIBILITY TO PROVIDE
A DESIGN FOR THE TRENCHLESS
INSTALLATION THAT IS DESIGNED,
CERTIFIED, AND SEALED BY A PROFESSIONAL
ENGINEER LICENSED BY THE STATE OF NORTH
CAROLINA, AS REQUIRED BY SUBARTICLE
1550-3(B) OF THE STANDARD
SPECIFICATIONS. NO DAMAGE IS ALLOWED
TO RIVER, STREAM, CREEK, WETLANDS, OR
BUFFER ZONES.
3. EXISTING BURIED WATER LINE AND
SANITARY FORCE MAIN TO BE
ABANDONED AND NOT REMOVED BY
THE CONTRACTOR SHALL BE FILLED
WITH FLOWABLE FILL AND CAPPED AT
EACH END.
4. ALL FITTINGS, 4-INCHES THROUGH
36-INCHES IN DIAMETER, SHALL BE DUCTILE
IRON, PRESSURE CLASS 350, WITH END
CONNECTIONS AS EITHER RESTRAINED JOINT
OR MECHANICAL JOINT. THE USE OF
PUSH -ON FITTINGS IS NOT PERMITTED.
5. PROPOSED PIPE TO BE INSTALLED FOR
DOWN AND UNDER RELOCATIONS TO AVOID
PROPOSED DRAINAGE PIPES SHALL BE
DUCTILE IRON PIPE WITH RESTRAINED JOINT
CONSTRUCTION. THE DOWN AND UNDER PIPE
SEGMENT SHALL BE FULLY ASSEMBLED AS ONE
CONTINUOUS SECTION BEFORE LOWERING INTO
POSITION, UNLESS OTHERWISE DIRECTED BY
THE ENGINEER AND APPROVED BY THE
UTILITY OWNER.
6. ALL PROPOSED PIPE TO BE INSTALLED
WITHIN STEEL ENCASEMENT PIPES SHALL BE
DUCTILE IRON PIPE WITH RESTRAINED JOINT
CONSTRUCTION, PRESSURE CLASS 350. AN
ALLOWABLE ALTERNATIVE MAY BE THE USE OF
FUSIBLE PVC DR-14, DIPS, WITH A
PRESSURE RATING OF 305 PSI CONFORMING
TO NSF-61, IF APPROVED BY THE UTILITY
OWNER.
•• '
CAfl
NNBY: SHF
P�.•'S50('�<%
]KE0 BY: KCZ
? QQOFE[[
iOVE BY: KCZ
_ 11
2L
JSEB:
16
=
DRTH CAROLINA
IEPARTMENT OF
Bt"wc�RE�fO•A
IN •�•�10F'•`
RANSPORTATION
(UTILITY CONSTRUCTION
M A Engineering
F.NOMITnaaPjlj,; cy
7. EXISTING PVC PIPE SHALL BE
EXCAVATED AND FIELD BENT AS
NEEDED TO PROVIDE FOR HORIZONTAL
AND / OR VERTICAL TRANSITION AND
TIE-IN TO PROPOSED PIPE, AS
DIRECTED BY THE ENGINEER.
8. EXISTING WATER LINE OR SEWER
FORCE MAIN SHALL BE RESTRAINED ON
THE PORTION TO REMAIN BEYOND THE
FITTINGNALVE TIE-IN POINT.
CONTRACTOR SHALL EXCAVATE THE
EXISTING PIPE AND INSTALL THE
APPROPRIATE BELL JOINT RESTRAINTS
AT EACH PIPE JOINT FOR THE
DISTANCE NOTED IN THE TABLE ON THE
DETAIL SHEETS IN THIS PLAN SET, AS
DIRECTED BY THE ENGINEER.
9. ALL NEW OR RELOCATED WATER METERS
SHALL BE INSTALLED AT THE RIGHT-OF-WAY
LINE, UNLESS OTHERWISE DIRECTED BY THE
RESIDENT ENGINEER.
10. WATER METER BOXES SHALL NOT BE
INSTALLED WITHIN PAVEMENT OR SIDEWALKS,
UNLESS APPROVED BY THE UTILITY OWNER.
11. EXISTING WATER METERS THAT ARE TO
REMAIN SHALL BE RECONNECTED TO THE
EXISTING / PROPOSED WATER MAIN WITH NEW
WATER SERVICE LINES.
12. CONTRACTOR SHALL BE RESPONSIBLE FOR
RECONNECTING THE CUSTOMER SIDE SERVICE
LINE TO THE NEW OR RELOCATED WATER METER.
13. EXISTING HYDRANTS AND WATER METERS
TO BE REMOVED AND/OR RELOCATED SHALL BE
RETURNED TO THE UTILITY OWNER FOR
INSPECTION. CONTRACTOR SHALL DELIVER
THESE UTILITY ITEMS TO A MUTUALLY
AGREED UPON LOCATION. ALL OTHER PARTS,
PIPING, AND METER BOXES REMOVED FROM
THE SYSTEM SHALL REMAIN THE PROPERTY OF
THE CONTRACTOR AND BE PROPERLY DISPOSED
OF IN ACCORDANCE WITH ALL LOCAL, STATE,
AND FEDERAL REGULATIONS.
14. HYDRANTS AND WATER METERS LABELLED
TO BE REMOVED SHALL NOT BE USED AS NEW
MATERIALS IN THE PROPOSED CONSTRUCTION
UNLESS OTHERWISE APPROVED BY THE
UTILITY OWNER.

PROJECT SPECIFIC NOTES: (CONTINUED)
B. CITY OF JACKSONVILLE
1. CONTRACTOR SHALL CALL THE CITY OF
JACKSONVILLE PUBLIC SERVICES DEPARTMENT
AT 910-938-6500 FOR WATER / SEWER
LOCATION SERVICES BEFORE BEGINNING ANY
WORK.
2. SERVICE IS TO BE CONTINUOUSLY
MAINTAINED TO CUSTOMERS IN THE PROJECT
AREAS, EXCEPT FOR THE MINIMUM AMOUNT OF
TIME REQUIRED TO MAKE CONNECTIONS TO
THE EXISTING SYSTEM. BEFORE SHUTTING
OFF ANY WATER LINE, RESIDENTS ARE TO BE
NOTIFIED BY THE CITY OF JACKSONVILLE IN
WRITING AT LEAST 24 HOURS IN ADVANCE OF
THE SHUT DOWN. THE CONTRACTOR SHALL
ASSIST THE CITY IN DISTRIBUTION OF THE
NOTIFICATIONS.
3. EXCEPT AS NEEDED FOR FIRE
SUPPRESSION PURPOSES, THE CITY OF
JACKSONVILLE SHALL BE THE SOLE OPERATOR
OF ALL VALVES AND HYDRANTS ON THE CITY
OF JACKSONVILLE WATER DISTRIBUTION
SYSTEM. THE CONTRACTOR SHALL NOTIFY
THE CITY AT LEAST 48 HOURS IN ADVANCE
OF REQUEST FOR OPERATION OF VALVES AND
MAKING A WET TAP OR CUT -IN. ONLY IN AN
EMERGENCY, MAY THE CONTRACTOR CLOSE A
VALVE. CONTRACTOR SHALL KEEP A RECORD
OF ANY VALVES CLOSED DURING AN
EMERGENCY AND NOTIFY THE PUBLIC
SERVICES DEPARTMENT AT THE EARLIEST
REASONABLE TIME OF THE SPECIFIC VALVES
THAT WERE CLOSED.
4. WATER LINES 14-INCH AND LARGER SHALL
BE DUCTILE IRON. ALL DUCTILE IRON
PIPE, 4-INCHES AND LARGER, SHALL BE
PRESSURE CLASS 350.
5. WATER LINES, 6-INCH THROUGH 12-INCH,
SHALL BE PVC C-900 DR-18 PIPE THAT IS
D.I.P.S. FUSIBLE PVC C-900 PIPE SHALL
BE USED FOR HORIZONTAL DIRECTIONAL
DRILLING (HDD) ONLY, UNLESS OTHERWISE
APPROVED BY THE CITY OF JACKSONVILLE.
6. CONCRETE THRUST BLOCKING, TIE RODS,
RESTRAINED JOINT PIPE AND/OR OTHER
MEANS OF RESTRAINT SHALL BE PROVIDED AT
ALL CHANGES IN PIPE DIRECTION.
CONCRETE THRUST BLOCKING IS NOT
RECOMMENDED WHERE THE THRUST BLOCK MAY
BEAR ON OTHER UTILITIES OR WHERE THE
AREA BEHIND THE THRUST BLOCK MAY BE
EXCAVATED IN THE FUTURE.
7. WATER SERVICE LINE, 1/2-INCH THROUGH
3-INCH, SHALL BE HDPE C-901 SDR-9 PIPE
THAT IS EITHER C.T.S. OR I.P.S.
8. ALL VALVES, 6-INCH AND LARGER, SHALL
BE. RESILIENT WEDGE TYPE GATE VALVES
WITH NON RISING STEM AND MECHANICAL
JOINT ENDS.
9. NON-METALLIC UNDERGROUND WARNING
TAPE WITH THE TEXT "CAUTION WATER LINE
BELOW' SHALL BE INSTALLED 8-INCHES TO
12-INCHES BELOW FINAL GRADE DIRECTLY
ABOVE ALL PVC WATER LINES DURING
BACKFILL
10. TEN GAUGE SINGLE STRAND BARE COPPER
TRACER WIRE SHALL BE INSTALLED ALONG
THE TOP OF ALL NON-METALLIC PIPE.
11. ALL CONCRETE USED FOR THRUST
BLOCKS, THRUST COLLARS, VALVE
STABILIZING PADS, CONCRETE ENCASEMENT
OF PIPES, AND FIRE HYDRANT SETTING AND
THRUST BLOCKS SHALL BE NCDOT CLASS A
WITH A COMPRESSIVE STRENGTH OF
3,000 PSI AT 28 DAYS. READY MIX
CONCRETE SHALL COMPLY WITH ASTM C94.
ALL EXPOSED CONCRETE SHALL BE AIR
ENTRAINED.
PROJECT SPECIFIC NOTES: (CONTINUED)
C. ONWASA
1. ALL FITTINGS. SHALL BE SECURED BY TWO
(2) FORMS OF RESTRAINT. RESTRAINING
GLANDS AND CONCRETE THRUST BLOCKING ARE
PREFERRED. WEDGE ACTION RESTRAINT
GLANDS SHALL ONLY BE USED ON DUCTILE
IRON PIPE. FULL CIRCUMFERENTIAL PIPE
RESTRAINT GLANDS MAY BE USED ON PVC
PIPE OR DUCTILE IRON PIPE, OTHER FORMS
OF RESTRAINT (THREADED RODS, BELL
RESTRAINT HARNESSES, ETC.) MAY BE
APPROVED BY ONWASA ON A CASE BY CASE
BASIS.
2. ALL JOINTS ON FIRE HYDRANT
ASSEMBLIES SHALL BE RESTRAINED.
3. ALL REVERSE (BACKSIDE) TAPS
SHALL REQUIRE THE INSTALLATION OF
A JOINT RESTRAINT SYSTEM.
4. ALL CONCRETE SHALL BE NCDOT CLASS A
WITH COMPRESSIVE STRENGTH OF
3,000 PSI AT 28 DAYS. MAXIMUM SLUMP OF
CONCRETE SHALL BE 3.5-INCHES FOR
VIBRATED IN PLACE CONCRETE AND 4-INCHES
FOR NON -VIBRATED CONCRETE.
5. HEAVY GAUGE TRACER WIRE SHALL BE
INSTALLED ALONG THE TOP OF ALL PIPE
INSTALLED BY HORIZONTAL DIRECTIONAL
DRILLING (HDD). -TRACER WIRE SHALL BE
FASTENED TO THE PIPE EVERY FIVE (5)
FEET WITH HEAVY PLASTIC ZIP TIES.
CONTRACTOR SHALL BE RESPONSIBLE FOR
ENSURING THE TRACER WIRE IS PULLED
SUCCESSFULLY WITH THE PIPE BY
PERFORMING A CONTINUITY TEST OF THE
TRACER WIRE AFTER COMPLETION OF THE HDD
PULLBACK.
6. PIPE USED FOR HDD INSTALLATIONS,
4-INCH THROUGH 16-INCH, SHALL BE HDPE
C-906 SDR-9 PIPE THAT IS D.I.P.S.
FUSIBLE PVC C-900 DR-14 D.I.P.S. PIPE
MAY BE USED FOR HDD, AS APPROVED BY
ONWASA.
7. WATER LINES 18-INCH AND LARGER SHALL
BE DUCTILE IRON. DUCTILE IRON PIPE,
4-INCHES TO 12-INCHES, SHALL BE
PRESSURE CLASS 350. DUCTILE IRON PIPE,
14-INCHES AND LARGER, SHALL BE PRESSURE
CLASS 250.
8. WATER LINES, 6-INCH THROUGH 16-INCH,
SHALL BE PVC C-900 DR-18 PIPE THAT IS
D.I.P.S.
U-4906 UC-3A
DESIGNED BY: SHE
,.P},v.•.:44•";
' �r�p4 E[551,
_ i 1I6AtLt f _
* -
\�01 REpPO
DRAWN BY: SHF
CHECKED BY: KCZ
APPROVED BY: KCZ
REVISED:
NORTH CAROLINAF
DEPARTMENT OF
"'�F4�N •�••'ZpE•+
TRANSPORTATION
UTILITY CONSTRUCTIC
UTILITIES ENOINEEPINO SE[.
PHONE:1919 ]i0i-6690
FAX:[phone]
PLANS ONLY
UTILITY CONSTRUCTION
EA M A Engineering nov
F C.n:ultant:, Inc.
DOCUMENT NOT CONSIDERS➢ FINAL
UNTIL ALL SIGNATURES ARE COMPLETED
9. ALL VALVES, 6-INCH TO 14-INCH, SHALL
BE RESILIENT WEDGE TYPE GATE VALVES
WITH NON RISING STEM AND MECHANICAL
JOINT ENDS.
10. ALL VALVES, 16-INCH AND LARGER,
SHALL BE BUTTERFLY VALVES WITH
MECHANICAL JOINT ENDS.
11. WATER SERVICE PIPE SHALL BE HDPE
C-901 SDR-9 PIPE THAT IS C.T.S.

`_
TYPICAL EYE BOLT
IX./PRO. FIFRSHED GRADE
BACNDu ..'v''d�Sj i i� vvT :���
. T i✓\ /,
TYPICAL EYE BOLT
RESTRAINT FLANGE
SYSTEM
THREADED STEEL RODS
SEE NOTE 1. S'DCOLD
INUESS
DIPPED
GTEELORED. DIPPED
IMVAN22®.
.. �LFULL]OWT DIP PIPE
-BOTTOM OF DRCH -
UNDISMURBED EATON
EACH SERE
PROFILE VIEW
NOTES:
1. USE OF GRIP RINGS IN LIEU OF RESTRAINT FLANGE SYSTEM SHALL BE PERMITTED ON A CASE BY CASE BASIS BY
THE PUBLIC SERVICES DIRECTOR.
STANDARD VERTICAL BEND DETAIL
NOT TO SCALE
IF IS' MEL
DRIER NODPONE ERREOYYIEND EN CP PP o QUIRE
ENCASEMENT flEWWEMEHi
11 ANCE IS IS' Os 165,
SAGER' ASLLM AGEREN¢ BOA
BYLYY A GA. BY CAY BAR,
ESPORY STOP. BUYS PIPE
2. STIMHI SEARS PUMMNDER
C,
y
� PROPOSED UTILITY OVER EXISTING STORM SEWER
lY , >iI . NOT TO SCALE
COMPACTED No. 67 STONE IS TO
EXTEND FROM BOTTOM OF TRENCH TO
THE TOP OF THE BY-PASS PIPE AND OUT
12INCHES FROM EACH SIDE OR TO THE
1
BELOWi
LjJ 93 DEGREE BENDS
BACNMUSTBE I
I PLACES RASNEEOmJ
RESTRAINED
RESTRAINED WITH APPROVED ,.>_
THREA(TYPICDED ROWS
-TIRFAOEO RODS -BEE MOM I
RESTRAINT MET100
NEAT JOINT BACK MUST BE
ADAPTER TO DIP — ..
RFSOWNEDWITMAPPROVEO
4_ MIH r _
I
—
RESRUIM1T MEMOS
II
II II
I IP
fIDSTINS OR PROPOSED
r
SANITARY SEI
USE REBTRAINT RING
NOTES:
1. THE BYPASS IS TO BE ASSEMBLED ABOVE GROUND FIRST.
2. RECORD ALL AS -BUILT LENGTHS USING THE CENTER LINES
OF THE PIPES OR BENDS AS REFERENCE POINTS.
3. ADAPTERS VARY IN TYPE ACCORDING TO THE MATERIAL OF THE SCHISMS WATER MAIN.
4. USE OF GRIP RINGS IN LIEU OF RESTRAINT FLANGE SYSTEM SHALL BE PERMITTED ON A CASE BY CASE BASIS BY
THE PUBLIC SERVICES DIRECTOR.
WATER BYPASS FOR DEEPLY BURIED WATER LINES
NOT TO SCALE
NOTES:
LY FALL IGGP 2tl AxR OF DJLTYE IPM PIPE EXALL BE GARY ON EAd19PE BE UPPER SENDS, UMLYs GTNEPMSE ANYOYO.
PROD UP USE, REMAINING RUPEE GRAIL HE siAIOGAN SIM OR GALVANISM RODS MM HELD-APPIIEEr1 GRK IxW s DEANNE
O FEE
PON�O G4AAMID PEAREPE XO PEWEES SENSE OPANDE SEXMR µJ REINID, ORDER azNOE N BE PESIRAINiD JOI O.IP,
a EAGDRUN PER O SNaLL OE IMUMN 9Y MY Nn.O GO NEGRI. xEM'DOO GOADS, AN. cONGErE TRIP. E.M. ARE PP NON
MOGo-AETIPY NED IM MHOS BE. MEOPMASS) AREOLEO ONLY MR USE UP DOME IRO„ PI PVIL-ORNMPEAERN& PIPE
DEExr GLWOS(I& GRP MRSIB MAY BE USSR ONPW UP DULTIPIPE. E IRON ALL RESAVIc4 uxT GOODS SHALL RE YECLY
RPO NEW USE AN TxE TYPE M DOE{pR SPUR PRE ARE BEING INSTALED.. MEN FORMS M PREGNANT wpl AS THREAOEBY USE,
PRIORI HARNESSES, ETE MAY BE APPRMHD BY GARA A M A CAY-OD-uX EYES,
CULVERT CROSSING GREATER THAN 72" OF COVER
NOT TO SCALE
U-4906 LI
DESIGNED BY: SHF n„NrD
DRAWN BY: SHa•`D, CAR"",
F ,. pP „w...,N ,
CHECKED BY: rcCZ ' 04ES5/DO
Oy;;-
APPROVED BY: KCZ ]4 SEAL C
REVISED: it zTsn
NORTH CARDLINA r e c1NEB
DEPARTMENT OF °�„``v/N f�^ZpE••FR
TRANSPORTATION 'llI nn•D•
UTILITIES ENGINEERNG SEC.
PHONE!(919)70T-6690 UTILITY CONSTRUCTION
FA%:(919)J50-4151 PLANS ONLY
I UTILITY CONSTRUCTION I
OGLJ Consultants, Inc.
DOCUMENT NOT CONSMEILED FINAL
UNTIL ALL SIGNATURES ARE COMPLETED
TIE ROD ANCHORS DATUM
PIPE R00
NUMBER OF
SIZE DIAMETER
A30] RODS
(INCHES)
REOUIREO
TEST PRESSURE = 150 PSI
B
3/4"
2
16
3/4"
6
20
3/4"
a
24
3/4"
8
30
10
TEST PRESSURE
= 200
PSI
6
3/4"
2
B
3/4"
2
1.
312
3%4"
6
i6
3/4"
8
20
3/4
2
24/4'
3
0
30
4
STAINLESS STEEL OR COLD -DIPPED
GALVANIZED ASTM A307 TIE RODS

n
II. W ED, sxAu BE PENN. BY A sTiaCRT C.S."EXON. I A MACNINED E. CUT
cNAUE ..N. IN. BE A.E. YTX UNY .11 W ABC PGRE TB WE ACTUP. DE
WE FOP. sUBCDADE TE BACkTu BXAU. BE PIPC. ANU COMPACTEB IN ACCORDANCE ATH WE
ADANUE
MExU:BS IwwTUNED BY BCBDT, WE TREND I BE BAaPB TY AND COMPACTED IN ACCORDANCE
N �ANNBT STANBAWA
BRAU. PC
NE�RTREDEND BGTC�IEB FTa'E IIAIA1 NMC. OF WE CUT EXEB ANP LTBE PONE.. BUT IN NO CABS ENUL
WE XNT BE .. WAN , WIM.
6. WE ASPHALT PAVEMENT MATERIAL I BE INSTABID AND COMPACTOR WORWOXEY N ACEEK A
EAR. REVEL PARK.
STANDARD PAVEMENT CUT AND PATCH DETAILS
NOT TO SCALE
M.
U PLAN 4 BE P"°DUE➢ FWB ENTRY TO PUT PEN EACH
CREEPREMAL BME B[CTCN BY WE DIPE°TONAL BOPS CWTPACNB,
z. MT BOPS AGER.E ANALL BE xroaGBTAnCAU.Y TESTER. PG BPEaER'NEAs
OX C.P.D. CP R.B. AND ENTER TO 0.Nx6TON ro WE Max
E ORATE
s. IFHx AN a cB0.49xy Lacnn(H aIxBPEcn°x/OBEEPVAWX ENCAMTO",
LpbP BE IB PIPE.pNR. LOCATION c£ B9PE MACHINE. AUGER ENTRANCE
.'. A. 11. POINTS APE T)BE APPPOYFD BY SARI PRIOR T1
AN,BTAM BF MCPP ER CAGENING NATAINS.
CCERAGGE4C[O AT ME BOW ME ENTRY AND OR
PqM EP AM­
M TEPECTENAL ROPES, P6EPENP"O ME TYPE Of U I
U OENGROUND.
E.
PIPE MI BE RAPT AT
P MWIMUM OIAMENNER P WEEPIPE WITAWTW.IN END UP"ME LEAS IN END II BE
PUHED MPWGN YAW MT THE Y d [4x[E ATTACNEO FM PACER TZAR I
IPRE '"AFTER WE PIPe'INSTP"Aw OICEI ADD LICE UPE W A CUTD CHAD. CEM U,
n ANX
Q PPPICUA AA.. IN WE DNCE CIBECTIONAL
MAEET EMSE UA. AYUONIMM WE.
TWEIS OMER . EXP FlE➢ CP IOpTHEO W ..A, N. EN DUET, M
IN SPEPi1CAnOXS
DIP TO HOPE TRANSITION (TYP )
ART ro uac
HORIZONTAL DIRECTIONAL DRILL PROFILE (TYP.)
NOT TO SCALE
E
NOTE: CONCRETE VALVE COLLAR OH RH IKACK
REQUIRED ON ALL VALVES. SHOULDER
SHOULDER
APPROVED METHOD FOR BEYOND PE PITCH
T
EXTENSION OF VALVE BOX TOE OF
SLOPE OR
COVER EDGE
p. PAVEMENT � z
ENO SEAL
STANDARD CONCRETE VALVE COLLAR N 2 N
(IF NOT IN ASPHALT)
(IF IN ASPHALT, VALVE BOX TO
Yd MATCH ASPHALT GRADE) _ _
PUSHED GRADE STEEL PIPE
e DOMESTIC �p CASING RESTRAINED
o PAVEMENT CASING JOINT DUCTILE MASONRY ENCLOSURE IRON CARRIER
AT EACH END PIPE
a., VALVE BOX
covER
A• - TAMPED CAST IRON VALVE BOX TYPICAL PIPE CROSSING
BACKFILL
/ 9Ax� Q \\. ENCASEMENTS SHALL EXTEND
s 3' CAST IRON GATE VALVE FROM DITCH USE TO DITCH
TAMPER LINE IN CUT SECTIONS, FIVE
BACKFILL STANDARD NJ GLANDS FEET BEYOND THE TOE OF
'07 RESTRAINT GLANDS (5)
MAY BE USED AS OPIUM SLOPES IN FILL SECTIONS, AND
F NEEDED TEN (10) FEET BEYOND EDGE
STANDARD VALVE BOX \ i�'' _ OF PAVEMENT IN SECTIONS
e070M SECTION /. WITH NO DITCH OR FILL AREA,
TAMPED ICSjyI
SACKFILL
WATER \ SUPPORT NOTES U
MAIN1, STEEL ENCASEMENT PIPE SHALL CONFORM TO THE REQUIREMENTS OF THE W
TAMPED/ PROJECT SPECIFICATIONS.
SACKFUL CONCRETE N LIN E VALVE DETAIL 2. CARRIER PIPE SHALL BE ADEQUATELY SUPPORTED THE ENTIRE LENGTH
SUPPORT NOT TO SCALE Wd IN THE CASING BY USING SPACERS OR "SPIDER" STEEL SUPPORTS AT A
MAXIMUM OF 9 FOOT CENTERS (ONE AT EACH JOINT AND ONE INTERMEDIATE). a$
OTHER METHODS MUST MEET APPROVAL OF THE ENGINEER. K+
VALVE BOX INSTALLATION
NOT TO SCALE DRY BORE AND JACK
Co scPIPE ENCASEMENNOTT y
y
s
R

SEEING A -A
11 LEG.EIE BEBITONC IS TOBE EORMm RI ENEURE ACCE551BII., TO fI RON ANR LOANED AGAINST
INOISl11GO. EAR..
E. ALL EITINCE E.A. BE MAGAPPED INPgYERN.NE Tc v,D., CONCRETE EAW CMidCTHC
MTWCB..., ON ENI BF -IJBINT BENDSO"PE,
9. YMANRSAGRAFTS IS -'TO BE BSm, 11MILL BE 1GFEAL1 MIYm PER NANAIAGNR. EELIRCAYLGE
(SEEUOETP AA
BLOCK NG C O ORDISS EN
NO A.
THRUST BLOCKING
NOT TO SCALE
ARRE0E0
OFF.
GOYCFETE TXgO ALB"LOCX
F .FNcx
uLNDS EAx.
AIR .1O AInA GLANDS V
0 GXOUi ASSEMBLY. Ifrl}
ROD REOUIREMENTS Lx. Mn
SIZE OF BEND STATIC THRUST IN IWGAS N. OF POOR
RIem .
1. ZA
7.4
eE17,312 4
,'A B
GENERAL NOThS:
ALL FITTNGE SMALL BE MAPPED IN PNLYRYN ENE TO PREVENT PoNCRETE PROD CONTALTNG
THYMCS. BOLTS, OR ENDS OF MIJgHT BENOR.
[. EAL'H FIRRI ]HALL BE BECUNEO tlr TN FOLDS BE NESTHAINL HESNHNNING GLANDS NANO
^OHCRETE .RUST &DEIGN ARE PRIFERREO. tl£DGE-A,}'l REGTRPINT %NOS Q.E. FGALVCS)
GIANOE Q.E. (.RIPNRIxCS) MAY BE DEED CNLY FOR DOE ON WILE INEPER OR BUC¶NE IRON PIPE, ALL RESITRAMT At
GNALL BE SPEGTICALLY GOI DGED FOR DSE ON IS TYPE W PIPE FOR XNILN .EY APE BANG
INSTALLED OIXm FCRMs M GE51RNNi SVGH AS IHREPOm ROD. BELL RER AINT HARNEGSES
MAY BE APpgp£O BY ONWABA M A CARE -BY -CABS BAAG.
E IF APPROV 0 FOR USE BY MICA. STEEL ROME AID BOLTS SHALL OE 3/4'NET DIPPED
CNUE 4, MUST USE FUDDLE IRON ERE BOLTS SIERE NECESGARY.
THRUNTBcOCKING
DT
TEST
PRESSURE
= 150
PSI
TEST
PRESSURE
= 200
PSI
RAMER
MANx A�s�G —A,,,, wL ,TAN. m$TJGPNGGBE NASD
_ r B - w /RRcwsiwa Br A xc wvrsm
MRIME TM GE aiSUUEm ME f A,MP.
BmwVRRW51G�Po1'S.L. IN PREDIµ SALs p5 A. 1x MT,,
s c. EWp PIP,
T'OF "AA " RS
"A YGRAL A. ANFul;6B
GI
1 G BEN "SS 9SvT cOF Aa TG.G.GNOR ERCDBV GE RI cW WflE 9AGMNE .1 Ill All All.
T L ALI M. A cgY.GVA11yE
THRUST BLOCKING
NOT TO SCALE
T
I L-1 ; pot AMR IN
YGGG
µST'AEA
"INNYON1 1:-5 AM ME 0
THRUST BT TO S OCKING
0-9906 UC-3D
DESIGNED 13SHF
uIIIIN
PRAWN BT: SHF
;`PY r A. �,C<%''•,
CHECKED BT: KCZ
g {O E55/�2•.VW1 ';"
v�
APPROVED BY: ttCZ
=f SEAL
REVISED:
= 27611 =
NORTH CAROLINA
": ,p+.,M1CINEEP,,F
's
DEPARTMENT OF
4 60, •'"
,F IN�iI
TRANSPORTATION
lo"
UTILITY CONSTRUCTION I
u"GUSIGNI NOTCONSIDERED FINAL
UNTIL ALL SIGNATURES ASS COMPLETED

t
MvGASA'S
I_�.
I CUSTOMERS
RESPON9BIUTY
RESPONSIBILITY
STOPS HERE
I BEGINS
XNEGINO
.GSURE
E M Y s.A.
(AMN REWIRBA BY NC
ERR W}-OET MERR
I BO% G.GAG COME)
NEAR X0U5E
°NW GN OnWASP'B
TM
ONWISP's
(MONGS q OI
R VPLLE
JAMTO ARM
ROGRW)
AL
%vN E
AUGGIBILY
OM ww
°
E oM s
HATER YPIN
1
6MACNRE
GLRMLI
J
AGA
A." CYaPi° 1P. M; `.Ie A >I eu: w°i:ws�oply. W. eM— beem.. 11 --- G.° =°a a I ... A'. ,.a.=xA
w m q ,91.. uIIR* N. ieMm.a alrealy bAMM It m.m XI m°Ar°m
MAOJJIII�I °miAM MMeexn:> N. b° A A"YMAN
IMI'do`peb°r °° eeA'+
m e ° I be AI rupm Na AIAGAn. %mae w °d IF� P�tl°N W°Iw ma Sew AMIP,My (Ox WASA) In IINA N11 Awn
uAM".n.i. ...me m. P.Peeuw ' m. wmee.
5. INI YG OY O a T. ANG ME, M, G,,HAq N° MA
PI. a IM R. �pwrbn°IA IlFbly (3°) A,t e°m 1FA .1 °I Hen A. UNIIIY Ri Y M Hoy ,Y 1— RNI—A M1e TOXWASA A -M,
°1m"[`wH..nNbe m a. b ° m. MAY mY. R A a'd ° F.e—. `MiMA m'°n""`F` n�i a°aeiore°i m DION, 11 m° I
NGPIN. NYYlP, 1° I PRI l°Mvd II Ne bluelP°A X n°<p.,A G.;
u
3/4" TO 1" METER INSTALLATION
NOT TO SCALE
Am
D' MIN
METER BOX PEA ..A PUBUB PWVATE
REWIREADENTS OF UGNT PROPENN
VARIABLE
5/0" Y 3/6' NEIFR i0 BE
IN STAVED BY pJ WPBP
p/A" P.E
LABTC SOR9
MW
2,.
45"
IIII
ONE BYGRA
AMANDAn RSEWIREIAENOB
ETIT
MAPCxARY PWO FOR BERNCEE
NOT TO BE IMMEOIARELY
CON....
5" OF 07 WISHED
SMOG BASE
3/4" BRASS
3/4" % 5/0" MITER MM
11 MAN
MR BTOP
MEI 'GON M1RC MEYER STOP
NOTE METER BOX To BE SUPPGRIEO ON BRICX OR BLOCK
3/4" TO 1" SERVICE CONNECTION AND METER
NOT SCALE
STANDARD UTILITY MARKER FOR
WATER
MAIN
NOT TO SCALE
BASEMENT°R
OPMTY TAl CIEPHAHCE
AI P
.ME MS.MAID ANY6OBJECT
ME xYBRAME PUMPER NERI E W/STGRI AOAMEA TO BE PPSSo
PFAPEPCU(AR TO SMET
TRIBE. FUNOL oETv ml
2' - 6' MAX, BURY LINE
VALVE BOX
AI YIN
6" GATE VALK
pUNLES SE
BEAT.
VARIES
BONPACTE° BPCNNU-
I ECIPIEB
ON PLANS
(TAHBEO IN 6' OMER
IBI ATx,
M PIN
6. IN
BRANCH PIPEI
0
c°nc. ON 1.
1- MIN. Cf 3 CUBIC Fr£I CF CRUSHED
STONE FOR DRAINAGE
-`CNNll. TURCST BLDCK PUCEC
AGAINST UNDISTURBED EARTH
f XYDMAXT MANUFACTURER BHALL BE AS REWIRE °Y PROJECT SPEENCATONS.
y, ORE HYYARNMENDR ANT SHALL RE INsiAIIEO USING XNPNIi TEE,
BNALL BE OUCDIT IRON.
3, ME xMRPNR MLL BE INSTAMED IN MI 4EPECAL POSONG
PLL JOI XIB ON IRflE MMRPNi ABEEN S SHALL BE PFSMAIXEO.
6. ALL a UNRANIB SHALL BE LBCATED MMIN ° `M' STR6T RIGM-OF-WAY ON A 30-FOOT PUBIICEY
wsCITE PERMANENT PI GIRGIRIT TO OVWASA.
TALL BOLLARD WAUD POST As PE PAIRS. OR CONomOxs MAGIAJE.
F. P MNT sx41 HAT BE NBTALLE sD MAT THE RxlsxfD MANAGEN OF sUPROMENG AREA (INCLUDING
f HOWRAwNi011Ea iOl[NS�M�IOIINIF)A Rya �TMAMMUN RUBY GAS CF ME HroRANi
IC, THAx Io-FEEr LM G, THE
xN RAxT sx NL BE MODEM BAcx To Mf vALVE.
TIER NOR'CXAGE ST ISO MOOREAS ME PREH NOYDRFNi.
INS GMTRACNR Is ADINGMME Mr ..No ME FlRE
.YCPANY TC . v,YAN <G.M.AAGI
FIRE HYDRANT ASSEMBLY SHOULDER/DITCH SECTION
NOT TO SCALE
E
rGR BI TC ITS CFNrrNT`x In COxr"C1E
TEAL ♦' MIRmNM URAL PPE.
uP:�reoxMENoA :1°FRi: m Pi,"MALVRTRIs`r. oAA°P GE
T—na)
�pFl Fcr u.nzla°i�"IImD. sYPM-Go
sGO
BRA..MAMMAL EOYEIEN NORMAL' AM FROAnSEMTWnIC
HORS.
ATIM
OMEN TOMAL THEPIPE USE SIXES
LAYING GN AM LARGER, GONDEMING OP ER OTHANOTSHOULD BE
TYPE
i.ASSIMMERATON OF THE PIPE —ZONE EMBEDMENT CONOINMB INCLUDED IN THIS
MOORE Y BE INFLUENCED .1 FACTORS
AOOIT SALINEOR ATON ON PIPEPEGGING ANO ACVMRL. BEE RNN SI% NM'A
MEG,
WATER MAIN EMBEDMENT DETAILS
NOT TO SCALE
PPWOIEDT CR
U.OITM /,FROMMINIMUM Y60BAT HEGGI AG I I. AN AN BE
ME hYGiXI SUMMER HOBBLE W/BTORz ADAPTER TO 6E EDG ED
— TAMING
P`AJi% B DORY ONE
S M A MGMG
r.AM vAUE
u BDx
01
MIAMBAGTFp BAIXFlLL MPUST�
(TAMPED IN ' Urro LO x
fi MIN. BRANCH PIPE
1. pFEHYMAXT MANUFACTURER SMALL BE AS REBIBEO BY PROJECT SPECRMAY Ns.
E' PRE HYDRANT SMALL BE IXSTV "INS xrogAXT TF,
IROx.
y
;. x x PIPE sxAu BE DIICIIU
xNRPxRs mu BE PSTANm IN ENE KAnul MAINu,
AS
ARE Es SHALL BE RESTRAINW.
B LL•FjXXTs ON FlRE N1nRANi AS
qE NLERA`M A.I BE LOCAIL APR' DBILATFD EIPFEi MEHE-OF-WAY OR A )0-MOT PURI
UG,MDED ABRIDGMENT MIDI EASEMENT To OxWASP.
>. TAu BOLLAGO BOARD 1. AS PAR MA-M,I C0.YmnONs MS AAR.
MG (IN[W DiXG
V
I.I.M. i SHALL NOT M MURAOB OM MAT TO FlNISNE ELEVPEON OF BVPROUNOINC
BURY UNE OF THE NYOPPNi
k
OAMNGMAMW� .. "GENTIEHCMIS $-fEERMAUMUM
MAN 10.FEER LONG, ME NInRPNi SMALL BE RWOEO BACM TO ME vPLYE.
ID. IFAHYDRANT LE 15 USE
M, CONSTMOSTOGO RDAD XMk °R AN
GYME AM AG
PER NnaA MAXGEs ME GRADE OF DIE AYiE xYDRAxi,
O
STAAYUMpsv OOA UANCE "DAusnrvG ME flRE
xNRANTTTO
FIRE HYDRANT ASSEMBLY CURB AND GUTTER
SE CTI O N
oTOSCALE
a

c
AD
a
wmW
,, -waM / Ta/Bm • LTT/o n,mM. nm-. Bs
OwTM/b�CyOR
,-wmo /mMwwz-mamrmrm TrB Wm
ea`. z E W b TNYEpm L#em BLF M1b tSp
8-4a1/Bpg{,MF1Ymppy
11�
11w THfaipNVJUFye`^ Ndlb mtrAbtlpgryb
DMW a/MTXet 6bl MaLburnP�3` JA1Tq
al.mlmnaR.TwPmL
NIAm AAAAmCMRHABStWW9b Ma ,
HmYWIBTmIq TrIC,
lX'W' __VMHRWvSMlgiyay[4I�
��tlY bmNJ, mph J W ivmltl bm. hv� yH^
tlalpmlW vma, W aameeuea. snmoeao
No,nyv�ylp, mM4>r91b pN10aMI1mIL Tb
� aoEmrr.mbzemmwmme.,1 aam`
MD�vmv�ms as mw. m pm ImaANH. mm mela
LWmvLm ma a,mM.n amain.
amEUT �m�emp,mTm.mMmmwammmww
mmz /stl mMm.. m mery,TMD rat
appl, awl.mtbc.Trcawn smLOAetlas
mm..e:wW Nmm. p/ «sN b EIdm1 a.p a
mr/vYLnLa
P
0
gRI
EC
WI
M
RA
1
�N
w .,
DN�?'�A
mi
STANDARD UTILITY MARKER FOR SEWER FORCE MAIN
NOT TO SCALE
1 RAN NORMAL PIPE OF L 14 INCH AIDDF LARGER• R THANENAPE 1 SHOULD BE GIVEN TO THE
USE M LgIING CONOITONS DRIER THAN i1PE 1.
2 CONSDERATON OF THE PIPE -FORE EMBE➢9ENT CWJOITIONS INCLUDED IN
THIS TONE MAY BE IN—ENCE
F.
BY fgC10R5 p1NER THAN PIPE STNENCI X.
I1/AWNq CS00.
ANADDITIONAL INNRMgT10X ON PIPC pCVUINO S.CE AND AACHFlLL•
SEWER FORCE MAIN EMBEDMENT DETAILS
NOT TO SCALE
D-490B OL-3F
DESIGNED BT: SHF
.....
.pQ,AM.:4RD<�9y
.AP SEAL =
S tt 27611 c`
;,fM�,yG �
DRAWN BY: SHF
CHECKED BT: ttCZ
APPROVED BY: KCZ'
REVISED:
NORTH CAROL IRA
"'Tp�'0`
TRANSPORTATION
A• CC.
UTILITY CONSTRUCTION I
Inc. IS�I -A. „u„a,,,
I. ALL WHEN TAPPING THE SEWEF MAIN, 00 NOT M% EPP TIE PIPE MnNVFALNRERS ALLpWAryCES,
2. ON AIR RELEASE VALVES USE CCU LE STR<P SERVICE SADDLE.
3. VNLE55 OTIERWISE INDICATED ON THE PLANS, MANHOLE SHALL BE MT -TOP
4. AIR FNUBO /VACUUM VALVE SHALL BE CNISPIN S SERIES ON VAL-MATC SERIES D.
5. IF FORCE MAIN IS LIICl11£ IRON UPSTREAM ANO DOWNSTREAM OF AIR RELEASE VALVE, 5 FULL SE4TION5 OF
DUCTILE IRON PIPE AM EPDXY IJNING PER THE PgOJECT $PECIFlGTM
pNS, $HRLL RE LEEREO qi THE VALVE.
T. B070M OF VENT VPIPE VSHALL MBEHA MI IMUML OFE12' OINUME
R 3UM INSI EL DAOOD ENES,ANON. WHICXLYER IS ppFLICCBLE
AIR RELEASE VALVE SEWER
NOT TO SCALE

V�TM BACKHOE IN Y LIFTS
OPEN TERRAIN
W THICK CRUSHED STONE
OR GRAVEL SACKFUL
MECHANICALLY COMPACTED
SELER BACKFILL, 6"LAYERS
UNPAVED AREAS
SUBIECT TO TRAFFIC
TYPICAL TRENCH BACKFILL AND SURFACE
REPAIR DETAILS
NOT TO SCALE
NO E: l
LWVIOE9ENO fC0.RlM' BNP,,
MUUMUMNOR60NTAL mN1PArnax '.RIGHT�E
GEP:A .N A 10' IF .., ' OF '
VERTICALSEPARATION LR L3TYSTWP SIOEWALX SWAY
LFSSIHAN 1B'
2,
ire gyp+' � �Wyl
PLAN VIEW ..,.
TYPICAL RESIDENTIAL WATER & SEWER SERVICE
SCHEMATIC
NOT TO SCALE
AN OVERLAY MAYBE
REQUIRED
TYPESF9.SAOVERUV(-MINIMUM I U/ THICK,
25' EACH SIDE OF NPETRENCH
.. I. OUP CONCRETE E
COURSE TYPE MATCH E)WBTING
ppVEMENTORVMINIMUM
r MINIMUM
AGGREGATE BASE
COURSETYPEABC
MECHANICALLYCOMPACTED
BACNFIU, B"LAYERS"95%
STANDARDPROCTOR
(AASHTOT49)
PAVED AREAS
TYPICAL TRENCH BACKFILL AND SURFACE
REPAIR DETAILS
NOT TO SCALE
CARRIER PIPE
NONWOVEN
GEOTFXTILE
FABRIC FILTER
SURFACE
SEE NOTE (VARIESW PIPE
BAC(FILL CLASS)
SEE NOTE 2
NOTES:
1. S"DEEP NO. ST STONE OR EQUAL VRAPPED IN NON -WOVEN GEOTEXTILE FILTER FABRIC
LIGHTLY COMPACTED, OVERLAP FABRIC BY MINIMUM ONE PIPE O.D.
2, 4" DEEP NO. 57 STONE OR EQUAL LIGHTLY COMPACTED PIPE BEDDING,
3. GENERAL SACKFUL COMPACTED TO GB% STANDARD PROCTOR DENSITY IN B'MAXIMUM
LIFTS.
UNSUITABLE SUBGRADE TRENCH
DETAIL - TYPE A
NOT TO SCALE

I
— ROAD BED i
STEEL CASING PIPE
SEE CHART BELOW
DIP PIPE CARRIER PIPE J
RESTRAINED JOINT DIP
CARRIER PIPE
CASING
PIPE
RNIROAD HIGHWAY
NOMINAL
DIAMETER
OUTSIDE
DIAMR
DIAMETER
GUTSIER ImE
DIAMETER RIIIXNgS
OUTSIDE
DIAMETER
WAS.
THICIWESS
6" B UNDER
6.90°
123/9°
0.186"
12 3/4"
0.188°
8'
9.05"
IV
0.281"
16"
0.250°
10"
ILID°
20"
O.39q"
20"
0.050°
12"
13.20"
24"
Q375"
29"
OR50"
39"
15,30"
28"
16"
-.1
30"
0.469'
30"
0,312°
18"
19.50"
30"
O.9fi9"
3P'
0312"
20"
21.60"
42"
0.625"
92"
0,500°
2P' n 25.80'
.1
0.500"
---••�••...v..u—.—r.an NV1 Wm IIYUJ
NOTES:
1. INSTALLATION BY DRY BORE R IACIONG.
2, BORETO RUN FROM RIGHT-0 WAY TO RIGHT-0FWAY UNLESSAPPROVED OTHERWISE BY CRY OF JAfN,5Oryy1L1E, 3. GREASE ENCASEMENT PIPE AS REQUIRED FOR EASE OF INSTAWTION,
4. STEEL PIPE TO BE 35,000 PS1 MIN. Y1 STRENGTH• GR 0.
TYPICAL DETAIL FOR BORE UNDER PAVED
ROADS/HIGHWAYS
NOT TO SCALE
CARRIER PIPE
MEEHANICALMATEMP
W/RE4l0A1NEDIDINT
— PIPE SUPPORT ASSEMBLY
RESRWINED ]DIN!
ENCASEMENTPIn
IHIME55 PER P-AN
W BRIIX WTIH TYPE M ORS MORTAR END SEAL (ER
BOTH ENDS DE ENCASEMENT)
TYPICAL DETAIL FOR BORE UNDER PAVED
ROADS/HIGHWAYS WITH END SEALS
NOT TO SCALE
up lbmLu tlx: SHF
num
EARO��'q,
DRAWN By.SHF
�LpAtN
C NE CKEO BY: RCZ
?• �Pf ESLp•y'y °,
APPROVED BY: XCZ
- e9 SEAL =
REVISED:
_ 27611 _
i
•1'•`"4'G
NORTH CAROLINA
° I Ntl`/
°DEPARTMENT
BE
ey/'V 1D�O
TRANSPORTATION
C•
UTILITIES ENGINEFUING SEC.
PHONE:[phone]
UTILITY CONSTRUCTION
FAX:(919)25O-4151
PLANS ONLY
UTILITY CONSTRUCTION
C.P.
PIPE SUPPORT ASSEMBLY MARK NUMBER
DIMENSIONS
NOMINAL
Q2.
Z
3/q°
3/8"
3"
31V
12" DML 1 REQO
14.05"
1 ]/8"
3/4"
31W
9°
3/8"
I/2'0A. 1 REQ'D
)2.1O"
3"
1 3/8"
1 3/8"
Iq"
2 3/4"
3/B"
q"
3/e'
12'DIA. 1 REQ'D
22.30'
3"
1 310"
I SIS'
11"
9"
3"
3/8"
T
3 1/4"
3/0"
b"
3/B'
314'DIA, 1 REQD
27,59'
3°
13/8"
29"
10°
4"
1/1"
IV
53/4"
1/2"
10"
t/2"
1/2" DM 2 REQYI
39.30"
3"
1 3/B"
31"
12"
4"
1/2'
1W
21/2"
1/2"
IV
12"
12" DIA. 2 REQ'D
39.00"
3°
2 3/F
YPICAL DETAIL FOR BORE UNDER PAVED
ROADS/HIGHWAYS
NOT TO SCALE

1/4" x 3' STADIUM STEEL STRAP
DRRIED TO FR ANCHOR BOL15
(2)Dr )METER, S3 THREADED
ANCHOR BGLTS, SET M CONCRETE
STANDARD ANCHOR BLOCK DETAIL
NOT TO SCALE
N4E AN�OHORIFMSJIPBI�DATE
I
SECTION A -A
NOTES:
1. CONCRETE BLOCKING IS TO BE PERMED TO ENSURE ACCESSIBILITY TO FITTINGS AND POURED AGAINST
UNDIMMED EARTH.
2. FITTINGS ARE TO BE COMPLETELY WRAPPED WITH PLASTIC, PRIOR TO POURING CONCRETE.
3. CONCRETE TO BE MINIMUM 3,000 PSI. @ 26 DAYS.
4. WHEN SAMIF TE IS TO BE USED, IT SHALL BE PROPERLY MIXED PER MANUFACTURER SPECIFICATIONS.
BLOCKING DETAIL FOR HORIZONTAL
BENDS AND TEE
NOT TO SCALE
TEST PRESSURE = 150 P.S.I.
DIMENSIONS(R.) VOLUME.
TYPE CONCRETE
YD.
u 111/9-..........-
m"22 iR 1.00 1.00 1 so BOB
1.00 1.50 0.66
90° 1.00 1.OD 2 50 0.09
e
° "TEE Lo0 1.uo z.Do u.97
I11/4° LEIS 1.00 250 0.09
22112 10D 1.00 250 od
49 100 1.U0 250 0.09 ,.,
TEE 1.50 1.50 2.00 0.12
11t/4° 1.W 1.5D 250 0.15
M 22 ,Ir 1sD 1.50 2.50 0,15
45 1.50 1.50 2,50 U.IS
�90° 3.00 2.UD 3.00 U.28
TEE 200 2.00 250 0.23
111/9 290 20D 250 0.23
10 22 1/2200 2.00 2 50 0.23
45 3.00 2.00 175 0.25
90 3.00 2.OD m 30 0.39
-TEE 3.OD 2.0) 1.50 0.32
11 U4 200 2:00 300 ORB
221R 200 2.ao 30D 0.z6
45° 3.602.50 3 W 0.47
n90° 4.503.00 3.50 0.94
TEE 4.50 U.00 3.00 0.0E
114,
14 2.00 2.00 300 0,28
21 lR 30D 2,00 3.00 0.39
S 95° 9.00 SAID 3.50 0:04
90° 6.50 3.50 3.56 1.59
ti
-TEE 6.5D -3.W 3.00 1.32
TOP
SECTION VIEW
RESNWNTFUWGE
SYSTEM -
THREADED RODS
MEREINDIfATD(TYPICAL)
' ST-0FF"NUTS
BEFORE POURING
REA
A RJ,ERAME FLANGE
SHALL BE NACD ON
JOINT OF DIP PIPE.
FRONT VIEW
NOTES:
1. BACKFILL AND COMPACT IN BE LAYERS.
2, PLACE RESTRAINT FLANGE ON ONE FULL JOINT OF PIPE.
BLOCKING WITH RESTRAINT FLANGE SYSTEM
NOT TO SCALE
TEST PRESSURE = 200 P.S.I.
DIMENSIONS
(M)
VOLUME
TYPE
FITTING
"L"
CONCRETE
111/4
100
1.00
100
0.04
�O.o6......
". 211/2
100
_l.00
1s0
45°
lA0100
1500.06
90°
150
1.50
2.50
0.15
v
' TEE
1.50
1.50
2.00
0.12
111/4
140....
iso..
..,..0.09. ...
m'221/2°
1.00
,100
95
1 50
1 50
2 50
0.15
1.50
150
250015
....... ......
-TEE
1.50
...
L50
2.001
0.12
I11/4°
1.50
I50
2.50
_ 0.15
KI
22 1/2°
1.50
1 50
2 50
0.15
b
4s°
1.50
1.50
o.3
0.328
m
902.50
°
2.50
200
3.00OD
�u.
-"-TEE
z.w
--z.oD
2s0
111/9°
2.00
200
2.50
on
GI
z2 U2°
zoo
z00
2.s00.23
GS
45
200
200
2.50
on
m....
90°
TEE
4.00200
9.00
...
2.00
300
2.50
... 0.50
D.42
111/4°
2.00_.
MD
128 _.
,. 22112
3.00
_200
1.00
3A0
039
45
4.00
250
301)
a
90
5 50
3.00
3.50
1.13
TEE
5.50
3.00
3.00
0.97
11 1/4°
2 W
2.00
3R0
., 0.20.....
10
4.00
200
3.0
0.50
g
.221/2
45
5.50
MIS
3.50
1.13
90
7.50
900
3.50
2.01
e
..
TEE
].50
9.00
3.00
1.R
CHART NOTES:
1. IF BLOCKING EXCAVATION IS IN LIGHTLY COMPACTED FILL AREAS, OR IN AREAS WHERE BOULDERS OR
REMOVED,STUMPS MW BEN
LOCATION/ RNMSTAN E BYAA NC LIENS D PROFESSIONAL ENNEE SPECIFIC
ENGINEER.
2. BLACKING SUES SHOWN IN THESE TABLES ASSUME THE FOLLOWING:
A. BLOCKING IS CONSTRUCTED IN RESIDUAL SOILS AB SHOWN IN DETAIL
B. SOIL BEARING PRESSURE= 2000 PSF
C. VELOCIN OF FLOW = 15 FPS
3. THIS DETAIL NOT APPLICABLE TO REDUCING BENDS.
9. NEITHER THE WEIGHT SOIL WAS ADDED OOBLOCKIf THE NG SUES COMPUTATION NCRETE SUMMING R THEREFORE, FRIMON BETWEEN
UCIOONGG SIZE IDS BCONSSEERVATIVE.
BLOCKING DETAIL FOR HORIZONTAL
BENDS AND TEE
NOT TO SCALE
12' 12"
II"
C v
=4 PIPE BEDDED TO ITS CENTERLINE IN COMPACTED
PIPE BEDDED IN SAND, GRAVEL, ar CRUSHED STONE TO GRANULAR MATERIAL 4" MINIMUM UNDER PIPE
A DEPTH OF I/B PIPE DIAMETER, 4" MINIMUM. WITH
BAO(FILL COMPACID TO TOP OF PIPE.
aF%MATELYCTED, BRANUM OR 59EO PfRCEN(STMDARTDP
(APPROJDMATELY BOP HTOFT 99)ANDAR) PROCTOR, PROOTON, AASHTO T- )
(SELECT MATERIAL IS DEFINED AS APPROVED
MATERW. IMPORTED FROM OFFSDE TNT IS FREE
OF ROCKS, ORGANIC MATERIAL, FOREIGN MATERIALS
AND FROZEN EARTH)
NOTES:
1. DR NORMAL PIPE SIZES 14 INCH AND LARGER, CONSIDERATION SHOULD BE MEN TO THE USE OF LAMB
CONDITIONS OTHER THAN TYPE.
z, FCONSIDERATION OF THE PIPE -DONE ACTORS OTHER TEAM MIS STRENGTH.DR DRIONALEDMENT ONS IINDRMUON ON PIPE BEDDING AOHDBIBACKFILL, SEE
ANSUAWWA0600.
WATER MAIN EMBEDMENT DETAILS
NOT TO SCALE

G
NOTES:
1. USEHEAW DlLWTRAFRC LID MARRED°WATER"(OR"SEWER" IFAPPIICABIE),
2. VALVE BOX FlNISH: ASPHALT COATED
STANDARD SLIP TYPE VALVE BOX DETAIL
NOT TO SCALE
MECHAMCgLGATE VALVE
z
(NORMALLY CL0.5E0)
c
EIZE = WESTER MgIN
MAIN (SEE
GRIP RING
RIMS FOR
PIPE SRE)
: CONCRETE BLOCKING
SEE NOTE I
W RUG WITH JOINT
II
-_ � RESIIWMSYSTEM
..
I RILLIOINTPEx PE DIPRPE
I-
1
LUG-TYPEOR GLAND -TYPE
RESTRAINED JOINT
NOTES:
1• PIPE"UROREAM" OF VALVE SMALL BE RESTRAINED BYAN APPROVED RESTRAINING
THE FOLLOWING:
SYSTEM ACCORDING TO
AINT LENGTH
N
36'
4T
65IN,
B'
STANDARD WATER MAIN PLUG DETAIL
NOT TO SCALE
UNDISTURBED
3=P31@XDAY
DONDIETE BUIOI
FLANGE FITTING -
BETAPPING SLEEVE
VT FULL G45KET.
SEE NOTE
SEE NOTE 2
COMPACTED Rk"(FlUED EARTH
SECTION A -A
NOTES:
1. WNCRETEBL MNGISTOBEEORMEDTOENSUREAC[E9IBILIIYTOFTTINGSANDPDURED
AGAINST UNDISTIBBSD EARTH,
2. FITTINGS ARE TO BE COMPLETELY WRAPPED WfiH PIAHTIL, PRIOR TO POURING CONCRETE 3. CONCRETETO BE MINIMUM 3,11 M.02B DAYS.
4" TO 12" STANDARD TAPPING SLEEVE
AND VALVE ASSEMBLY
NOT TO SCALE
CAST IRON
METER BOX
ONECSO11D RED
ORWNCRETE
BRICK
(MIN.OF8)—
R
ROAD RIGHTdFWAY- NE GRAOFD S/.(
SAND
3/4"METER SET
BYIAOKSONVIU-E(SEENOTE3)
— Q
METER BOX
a
'
4-W CONCRETE
Im
..:
BU=-SEEDETA..
1
_ FINE GRADED E.AND
FOROVB2292Wg1.43NL
COPPER RIOTER �
-__---- ---_�,
1"CTSCOMPRESSIONINI£T'
3/`"DOUBLE PURPOSE
CONNECTION
HP ET END
METER
Y M
METER YOU
Re
D
PE`E10 DR 13.5 \
% /4'
OR
R 340E DR11 SERVICE LINE
TAPPIN000NNECT VN—
NOTES: SEE NOTE I
L IF INSTALLATION IS FOR STUB -CUP METER, METER SHOOED BE PURCHASED MOM CRY OF IACKSO AFRINVILLf(gT2. METEFt MUST BE UEVE9, , & CENTERED IN SO)( c ANTS EXPENSE).
ETER OONNSCTIONE
3, SUBSTITUTION REQUIRES APPROVAL BY a OF JAC0DNNII£ OSSryUB C SERVICES DIRECTOR.
4. METER SHOULD NOT BE UDGkM IN A DRIVEWAY. IF METER MUST BE LOCATED IN DRIVEWAY, A TRAFFIC RATED BOX
AND COVER SHALL BE I15ED EQUAL TO OR EXCEEDING THE MID IITATES PLASTICS, INC'BCF' SERIES RECEANGUM
METER BOX PART NO. MSBCR31&12
STANDARD 3/4" DOMESTIC METER INSTALLATION
NOT TO SCALE
DIRECT TAP
PVC, MOO, AND DIP
DESIGNED BY: SHF
DRAWN BY: SHF �PiN•CARO^�:,
CHECKED BY: KCZ �f�4ES310
APPflOVED BY: RGZ aR SEAL
T611 L
REVISED: ? ) E
NORTH CAROL INA %,}hf,NA INEEQ R
DEPARTMENT OF '•, fy C0
TRANSPORTATION "••, 1N •C� 10e
UTILITIES ENGINEEPING SEC.1
PHONE:[phone] UTILITY CONSTRUCTION
FAX:[phone] PLANS ONLY
UTILITY CONSTRUCTION
--_--ice
SADDLE TAP
ACP, PVC, C90 AND DIP
SEE NOTE 1
NOTES:
1. ALL BRONZE SADDLES TO BE SING4P STRAP FOR I".
2. IFZTA MEMADEONFACHSIDEOFTHEMAINTHERESM BEAMINIMUMOF Eq°
HORDONTALSEPARATION. MULTIRETAPS ON THE SAME SIDE SHALL HAVEA MINIMUM
24" HOR16DWAL SEPARATION AND BE STAGGERED A MINIMUM OF 1" VERTICALLY TO
PREVENTDAMAGETOTHEMAIN.
STANDARD 1" WATER TAPPING DETAIL
NOT TO SCALE
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ON THETACTUALAQUANTITYIAND20YPESOF �HEIN TACTUALHIS AQUANTITYN SHEET IAND6TYPESOF
FITTINGS WILL VARY BASED ON FITTINGS WILL VARY BASED ON
FIELD CONDITIONS. FIELD CONDITIONS.
UTILITY OWNERS ON THIS SHEET
ONWASA
UTILITY: 6" WATER
12" SANITARY FORCE MAIN -
CONTACT: DAVID M. MOHR, PE
PHONE: [phone]
CITY OF JACKSONVILLE
UTILITY: 10" WATER
CONTACT: MICHAEL MOORE
PHONE: [phone]
O COJ
GEORGEwBOLD, 1p" WATER LINE - 35 LF
et.% ABANDON 10" UTILITY PIPE - 30 LF
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IRON WATER PIPE FITTINGS DUCTILE IRON SEWER PIPE FITTINGS
PLAN SHEET IS 300 LBS. ON THIS PLAN SHEET IS 0 LBS.
AL QUANTITY AND TYPE OF THE ACTUAL QUANTITY AND TYPE OF
WILL VARY BASED ON FITTINGS WILL VARY BASED ON
NDITIONS. FIELD CONDITIONS.
O
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UTILITY OWNERS ON THIS SHEET:
ONWASA
UTILITY: 6" WATER
12" SANITARY FORCE MAIN
CONTACT: DAVID M. MOHR, PE
PHONE: [phone]
CITY OF JACKSONVILLE
UTILITY: 10" WATER
CONTACT: MICHAEL MOORE
PHONE: [phone]
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NOTES:
1. PROPOSED DOWN AND UNDER RELOCATION OF UTILITY. REFER TO DETAIL ON SHEET UC-38.
2. OPEN TRENCH CONSTRUCTION SHALL PROVIDE 3 FEET MINIMUM COVER TO TOP OF PIPE.
3. REFER TO WATER METER DETAILS ON SHEET UC-3E.

PROJECT REFERENEE
C NO. SHT N0.
u_4906 DC-6
/ THE ESTIMATED QUANTITY OF THE ESTIMATED QUANTITY OF DESIGNED BY:
NOTES: DUCTILE IRON WATER PIPE FITTINGS DUCTILE IRON SEWER PIPE FITTINGS DRawN er: sHF �loa, Ss�*--,
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CHECK ED Bv: KCZ p0 x i
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3. REFER TO WATER METER DETAILS ON SHEET UC-3E. FITTINGS WILL VARY BASED ON € f 27611 _
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FIELD CONDITIONS. FIELD CONDITIONS. REVISED: {
NORTFI CAR OL INA fx`+I Rf>SR>,;
DEPARTMENT OF '�y�IN
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16 �fAO PH DNE:1919170T-6690 DTIEIT YANSN BODY
CONTRACTOR SHALL VERIFY EXISTING MH IS TRAFFIC BEARING. IF NOT, THEN CONTRACTOR _I" FAx:191912s 0-4151
SHALL REPLACE EXISTING MH WITH A PRECAST TRAFFIC BEARING MH. J`
FRANKLIN DILL tip_ UTILITY CONSTRUCTION
OR 115C PG 3EN O _ 10" WATER LINE - 78 LF .
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ONWASA OOLi Consultants, Inc`aa
P ONWASA DOCUMENT NOT CONSIDERED FINAL
UNTIL ALL SIGNATURES ARE COMPLETED
RELOCATE WATER METER - 1 EACH
WATER SERVICE LINE - 34 LF UTILITY OWNERS ON THIS SHEET:
ONWASA
ONWASA
RELOCATE WATER METER - 1 EACHI UTILITY: 6" 10" WATER
WATER SERVICE LINE - 57 LF FOR SANITARY
�,
\ ` FORCE MAIN
7 ONWASA CONTACT: DAVID M. MOHR, PE
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35 LF PHONE: [phone]
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\`� ONWASA CONTACT: MICHAEL MOORE
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6" WATER LINE
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METER - 1 EACH LINE - 57 LF
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WATER SERVICE LINE - 150 LF /
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SEE NOTE i
NOTE 1
UA 12" FORCE MAIN SEWER - 35 LF 12" FORCE MAIN SEWER - 48 LF
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m ABANDON 12" UTILITY LITV PIPE - 30 LF ABANDON 12" UTILITY ABANDON 12" UTILITY PIPE - 45 L
SEE NOTE 1 PIPE - 37 LF COJ
\ 12" WATER LINE - 35 LF 12" FORCE MAIN SEWER - 35 LF
0 12" WATER LINE - 35 LF ABANDON 12" UTILITY ABANDON 12" UTILITY PIPE - 30 LF
ABANDON 12" UTILITY PIPE - 30 LF \ PIPE - 30 LF SEE NOTE 1
SEE NOTE 1 COJ SEE NOTE 1 COJ SEE NOTE 1
a 12" WATER LINE - 35 LF
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PROJECT REFERENCE N0. SHEET ND.
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WATER SERVICE LINE - 17 LF Me sT Pc Im Da as Pc as 1. ei_ DEPgFITMENT OF i�ep A°
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UTILITY OWNERS ON THIS SHEET:
DA
/ PArsY ANN srDEs
u P LSFO o" P y /% / tI% F P/ y,/r 09 1232 P6 51 ONWASA
_ UTILITY: 8" 10" 14" WATER
10"12A SANITARY FORCE MAIN
RELOCATE WATER CONTACT: DAVID M. MOHR, PE
oo METER - 1 EACH
SERVICE PHONE: [phone]
CITY OF JACKSONVILLE
LINE - 83 LF
Bus - UTILITY: 10", 12" WATER
\ -I RONALo J. ONWASA CONTACT: MICHAEL MOORE
& KATNERINE
czosNYKA O / PHONE: [phone]
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JACOB I MARSHBURN
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\ A ACE- WATER SERVICE LINE - 83 LF
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HI
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1 R s THE ESTIMATED QUANTITY OF
MINT � Y � , a n� A�Ec: I�
I �, DUCTILE IRON WATER PIPE FITTINGS
ON THIS PLAN SHEET IS 785 LBS.
THE ACTUAL QUANTITY AND TYPE OF
FITTINGS WILL VARY BASED ON
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\ /� THE ESTIMATED QUANTITY OF
ITY PIPE - 344 LF ONWASA \� / DUCTILE IRON SEWER PIPE FITTINGS
ON THIS PLAN SHEET IS 1630 LBS.
355 LF 10" WATER LINE - 150 LF THE ACTUAL QUANTITY AND TYPE OF
ABANDON 10" UTILITY PIPE - 117 LF FITTINGS WILL VARY BASED ON
18" ENCASEMENT PIPE - 50 LF FIELD CONDITIONS.
NOTES:
1. OPEN TRENCH CONSTRUCTION SHALL PROVIDE 3 FEET MINIMUM COVER TO TOP OF PIPE.
2. REFER TO SHEET UC-38 FOR WATER METER DETAILS.
REFER TO SHEETS &UC-3H FOR EAND JACK DETAILS.
4. THIS FORCEMAIN SERVES THE ELEMENTARYSCHOOLON STATESIDE BLVD. CONTRACTOR
SHALL COORDINATE WITH SCHOOL AND PERFORM TIE-INS WHEN SCHOOL IS NOT IN SESSION
OR ON WEEKENDS TO AVOID DISRUPTION OF SCHOOL OPERATIONS.
REFER TO SHEET UC-16 FOR FSS1 PROFILE
REFER TO SHEET UC-16 FOR FSS2 PROFILE

PROJECT REFERENBE No. SHEET NO,
U-4906 UC-9
UTILITY OWNERS ON THIS SHEET: DESIGNED BY: sHF ^
"ZH CARD/°'•
ONWASA DRAWN BY: SHE
2 f ESSION'
UTILITY: 14" WATER CHECKED ax: KCz 1ppF
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8$ CONTACT: DAVID M. MOHR, PE } zisn
NSR 07 PHONE: [phone] REVIseD: 1 J/
NORTH CAROL INA ° P fulNfrp?0
CITY OF JACKSQNVILLE DEPARTMENT OF 'afPirv`�^lo`
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TYPE OF
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4 NOTES:
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ESTIMATED QUANTITY
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0 3. REFER TO WATER METER DETAILS ON SHEET UC-3E. THIS PLAN SHEET IS AND TYPE
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ONWASA
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CONTACT: DAVIDARY M. MOHR, PEIN
PHONE: [phone]
CITY OF LLE
UTILITTY:J6EKS8' 10" 16" WATER
CONTACT: MI6HAEL MOOAE
PHONE: [phone]
47 LF
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4. REFER TO SHEETS UC-3C & UC-3H FOR BORE AND JACK DETAILS.
5. REFER TO SHEET UC-3C FOR HORIZONTAL DIRECTIONAL DRILL DETAILS. z° ECF 6. THE SIZE OF THE WATER LINE ON ROCK CREEK DRIVE HAS BEEN CONFIRMED AS 6-INCH BY _°0C THE CITY OF JACKSONVILLE. —
7. PRIOR TO COMMENCING ANY WORK ON ANY TRENCHLESS INSTALLATION ON THIS PROJECT, II 1 THE CONTRACTOR SHALL PROVIDE A DESIGN FOR THE TRENCHLESS INSTALLATION THAT IS -¢I 1 96 CERTIFIED BY A PROFESSIONAL ENGINEER LICENSED BY THE STATE OF NORTH CAROLINA, IamroN a snmA reunrcoN
AS REQUIRED BY SUBARTICLE 1550-3(B) OF THE NCDOT STANDARD SPECIFICATIONS FOR of I BB&S PI IR
ROADS AND STRUCTURES" DATED JANUARY 2018.
8. ACCORDING TO ONWASA, THE SANITARY FORCE MAIN ACROSS COUNTRY CLUB BLVD WAS INSTALLED AS A 12' HOPE BY HOD. THEREFORE, THE 20" STEEL CASINGS DO NOT EXIST.
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REFER TO SHEET UC-16 FOR FSS3 PROFILE.
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�— THE ESTIMATED QUANTITY OF
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THE ESTIMATED QUANTITY OF
Q / LL
MITCHBURG INVESTMENT, DUCTILE IRON SEWER PIPE FITTINGS
,
Ba LBS.
6 PG BBi ON THIS PLAN SHEET IS
SEE NOTES 4 6 AND 7 THE ACTUAL QUANTITY ANDD TYPE
TYPE OF
12" ENCASEMENT PIPE - 30 LF FITTINGS WILL VARY BASED ON
BORE AND JACK OF 12" - 30 LF FIELD CONDITIONS.
WCTPQ I TRIM O III. .._ .

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DB 450 PG 376
AB 0 PO 33 r
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BB 3289 Pc 411
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I'ILL "3
L, 1 END
1
UTILITY OWNERS ON THIS SHEET:
ONWASA
h UTILITY: 8" 14" WATER
CONTACT: DAVID M. MOHR, PE
N PHONE: [phone]
CITY OF JACKSONVILLE
UTILITY: 16" WATER
CONTACT: MICHAEL MOORE
PHONE: [phone]
NOTES:
1 OPiN REFERTRENCH CONSTRUCTIONER METER SHALILS ONPSHEETEUC-3BET MINIMUM COVER TO TOP OF PIPE.
TO
L- POT STA 280+00.00

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ONWASA � Illi
WATER METER - 1 EACH za1o, �q
O \ WATER SERVICE LINE - 47 LF /� Iil 11
o Ss Lau¢E ouNN, er REMOVE WATER METER - 1 EA
DB 2TIT PG 277 A n�
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a DB 3205 PG 994 \ RELOCATE WATER METER - 1 EACH
PB PIED 59 WATER SERVICE LINE - 29 LF
U
ONWASA o �/POE 5 e
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NOON 8" UTILITY PIPE
ONWAS/
RELOCATE WATER METER - 1 EACH
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RELOCATE WA
O WATER SERVI
N
60 SECR — OF
AMBER WOLNIK VETERANS A FA11
DE 4143 Pc 252 DB S IN P 56
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62 63
CBUCKLER OR 664 RICHARD WRATCHFORO
DB 664 PG 989 OB 4233 PG 849
PB 21PG 190 PB 21PG 190
1
I
THE ESTIMATED QUANTITY OF
DUCTILE IRON WATER PIPE FITTINGS
ON THIS PLAN SHEET IS 440 LBS.
THE ACTUAL QUANTITY AND TYPE OF
FITTINGS WILL VARY BASED ON
FIELD CONDITIONS.
DRAWN BT:V 6HF „plMM�4µ0(��,v.
CHE CKEO BY: KCZ ro pF E55/Oyx
APPROVED BY: KCZ
REVISED: 27611
NORTH CAROLINA -°- kf4'G IDEPARTMENT OF
NEE;.2� -
TRANSPORTATION 'ofY ry•'�...�pEO�c
NTIL Ii I ES ENGINEERING 5E[.
PH ONE: [phone] UTILITY CONSTRUCTION
FAX:[phone] PLANS ONLY
UTILITY CONSTRUCTION
UTILITY OWNERS ON THIS SHEET:
ONWASA
UTILITY: LINK 8"
CONTACT: DAVfD M. WATER MOHR, PE
PHONE: [phone]
CITY OF JACKSONVILLE
UTILITY: 16" WATER
CONTACT: MICHAEL MOORE
PHONE: [phone]
I ROGER HARDEN. JR,,,
oe 654 Pc 645
I P9 21PG 190 I
I
N
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NOTES:
1. PROPOSED DOWN AND UNDER RELOCATION OF UTILITY. REFER TO DETAIL ON SHEET UC-3B.
2. OPEN TRENCH CONSTRUCTION SHALL PROVIDE 3 FEET MINIMUM COVER TO TOP OF PIPE.
3. REFER TO WATER METER DETAILS ON SHEET UC-3E.

0
0
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18" WATER LINE - 288 LF
ABANDON UTILITY PIPE - 278 LF
WATER LINE 4 - W4
\ 90
MYRON D. LAMER, et u
B 23 PG 214
\ 89
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DD 439
` Q YIESLEY B. BRAND, et ux crjE 0El
SEE NOTE 5 DB 295E Pc 406 _. T,
RECONNECT WATER METER - 1 EACH
WATER SERVICE LIN'c _ in Ic
\ 18" WATER
ABANDON 18
SEE NOTE 1
\ BEGIN Cif
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ABANDON 8
\ SEE NOTE 4
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66
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LF
PIPE -
m
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PIPE - 25 LF —
EPARx LLC
DB 3590 PG 703
WE 39 PG 237
1
ATER LINE -
ON 14" UTIL
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15" RCPAV
JACKI F. 1'IATERS.et ux
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i7 PG 59
MB 8 PG 53
95
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9
FRANCIS L.MUMPOV9E
et u' SEE
DO 304 PG 654
ME a PC 53 C PP,
SEE NI
RECONN
WATER
VELMA L. WALKER
DS 2807 PG 245
ME B P
91
OI A
4VALVE - 1 EA
4" WATER LINE - 5 LF
ABANDON 4" UTILITY F
iaTrer+ oarvE
SEE NOTE 5
RECONNECT
WATER SERV
15 ONWAS
15"
ICE -IV
UTILITY OWNERS ON THIS SHEET:
THE ESTIMATED QUANTITY OF ONWASA
DUCTILE IRON WATER PIPE FITTINGS UTILITY: 4" 8" 12" 14" WATER
ON THIS PLAN SHEET IS 7015 LBS. CONTACT: DAVID M. MbHR, PE
THE ACTUAL QUANTITY AND TYPE OF PHONE: [phone]
FITTINGS WILL VARY BASED ON CITY OF JACKSONVILLE
FIELD CONDITIONS. UTILITY: 16" WATER
PHONE: 91O-938-5332ORE
NAD gy
NSR�7
METER -
NE - 14
DESIGNED BY: $HF •••SH'�gRa(„
PRAWN BY: $HF i�OP '(,$S/`�/H9°%
CHECKED BY: KCZ %OF "N c
APPROVED BY: KCZ tS' SEAL Ci
27611
REVISES:
NORTH CARDLINA �"f.NCIS fFIb 5S
DEPARTMENT OF °'.fA/ry •c=
TRANSPORTATION
UTILITIES ENGINEEn ING SEC. DTILITY CpN$TRDCTIDN
PHONE:[phone] FA%:19191250-4151 PLANS ONLY
UTILITY CONSTRUCTION
flp MA Engineering o `•'
O/I[onsultants,lnc
ONWASA NOTES:
TER METER - 1 EACH 1. PROPOSED DOWN AND UNDER RELOCATION OF UTILITY.
E LINE 14 LF REFER TO DETAIL ON SHEET UC -38.
2. OPEN TRENCH CONSTRUCTION SHALL PROVIDE 3 FEET
MINIMUM COVER TO TOP OF PIPE.
31
VALVE OUTSIDEHOFLBE THE CURBAANDDA MINIMUM OF 3 FEET
GUTTER.
4. PROPOSED WATER MAIN PLUG. REFER TO DETAIL ON SHEET
UC-3J.
5REFER TO WATER MAIN DETAILS ON SHEET UC-3E.
12 LF 6•. REFER TO WATER MAIN DETAILS ON SHEET UC-3J.
REFER TO SHEET UG-15 FOR W1 PROFILE
REFER TO SHEET UC-15 FOR W4 PROFILE
EACH
LINE -
12" WATER LINE - 810 LF
12" VALVE - 1 EACH
ABANDON 12" UTILITY PIPE - 805 LF
71
JEFFERSON M.DF
DB 1673 PG
AB 99 PG
O
R - 1 EACH
- 65 LF
)TE 5 ONWASA �-
:ATE WATER METER - 1 EACH
I SERVICE LINE - 64 LF
Cs
-
_ _ 68 SEE NOTE 6 OJ
LT IUp-v s` - P^`-E RELOCATE WATER METER - 1 EACH
" TERRY BRITT, et ux IWATER SERVICE LINE - 28 LF
D9 1526 P6 332 W LLOYD HERBERT 74
67 RELOCATE WATER \ DE 3905 PG 598
METER - 2 EACH Pa 65 Pc Izz 69 \ 72 I 73 \ ED J1660 er ux
WATER SERVICE DB 166O Pc io1
KENNETH 9TRAUB. ei ux WTHER MITCHELL, JR.
E NOTE 1 LINE - 131 LF COJ JOSHUA 1. CDapuAN \ \ Ge 42z7 PG E a OOJ RELOCATE WATER METER - 1 EP
3" WATER LINE - 45 LF DB 3156 PG 342 WATER SERVICE LINE - 27 LF
3ANDON 16" UTILITY PIPE - 40 LF SEE NOTE 5
B­WA1tH LIDUL - JO �
ABANDON B" UTILITY PIPE - 30 LF
SEE NOTE 1 ONWASA
RANDY JARMAN, et ux
77
DB 727 PG 663
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76
RANDY� JARMAN,ux /
2
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1 EACH
EDDIE JONES et ux
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DB 1157 PC 368 LINE -
27 LF
SEE NOTE 5
RECONNECT WATER
RELOCATE WATER METER - 2 EACH
METER - 2 EACH
WA TER SERVICE
WATER SERVICE LINE - 124 LF
I T- AO LF Ocl�pOOJ AIf1TF R

nt LUUAlt rltt HYDRANT - 1 EACH
FIRE HYDRANT LEG - 16 LF
U)
N
newrvrvtta VIA IER METER - 1 EACH
WATER SERVICE LINE - 16 LF
RANDY JARMAN,et
GB BURG 52
T WATER
1 EACH
SEE NOTE 5
o4"D
eo
I EDDIE JONES, 1 u
BB G249 PG 25 x
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18 LF�
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LINE -
Nk�
4" WATER LINE - 37 LF
ABANDON 4" UTILITY PIPE - 35 LF
co
I
LARgY D.COTTLE,et ux \
BB qn PG 62020
1� 84
I _
4
RCP -IV
85 \IF F. GAR EY, ei ux
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MEILR - 1 EACH
WATER SERVICE
SEE NOTE 5
REMOVE 140 LE OF
E%IsTING El cMP
I PLUG
- 17 LF
sc—
INV-2.1
I.12`
UTILITY OWNERS ON THIS SHEET:
ONWASA
UTILITY: 6", 6" WATER
CONTACT: DAVID M. MOHR, PE
PHONE: [phone]
CITY OF JACKSONVILLE
UTILITY: 16" WATER
CONTACT: MICHAEL MOORE
PHONE: [phone]
"e as cs
IL
LI
E 6 COJ
fER LINE - 4na
JABANDON 16" UTILITY PIPE - 4n
u-9906 UC-13
DESIGNED BY: SHF
PRAWN 6Y: SHF
2�pSN L.ARp��ti
CHECKED BY: KCZ
E55YOy =;
APPRDVED DY: KCZ
t��ppF
° SEAL
Litt 27611
REVISEp:
1 f c
CARO
IDF
fi4 pf'+.rO...... ..
DEPARTMENT
.1,
"„�N
TRANS, DRTATION
JUTILITY CONSTRUCTION I
SEWJ Consultants, Inc.
DOCUMRNT NOT CONSDOE FINAL
UNTIL ALL SIONATURES ARR COMPLETED
THE ESTIMATED QUANTITY OF
DUCTILE IRON WATER PIPE FITTINGS
ON THIS PLAN SHEET IS 1660 LBS.
THE ACTUAL QUANTITY AND TYPE OF
FITTINGS WILL VARY BASED ON
FIELD CONDITIONS.
NOTES:
1. PROPOSED DOWN AND UNDER RELOCATION OF UTILITY. REFER TO DETAIL ON SHEET UC-3B.
2. CONTRACTOR SHALL INSTALL VALVE BETWEEN THE EXISTING TEE AND THE PROPOSED 24"
DRAINAGE PIPE.
3. OPEN TRENCH CONSTRUCTION SHALL PROVIDE 3 FEET MINIMUM COVER TO TOP OF PIPE.
4. REFER TO WATER METER DETAILS ON SHEET UC-3E.
5. REFER TO WATER METER DETAILS ON SHEET UC-3J.
6. WATER LINE SHALL BE DUCTILE IRON PIPE.
REFER TO SHEET UC-14 FOR W2 PROFILE