20190370 Ver 1_280_U-4906_UT_UC_PSH_Combined_20211021

-Y5- STA 12+50.00
END CONSTRUCTION
-Y5- STA 11+50.00
BEGIN CONSTRUCTION
Jenkins
S
wa
mp
Swamp Junip
er
Swamp
Juniper
Swa
mp
CowhornSwampCowhornSwamp1.18
.30
.50
TIP PROJECT:U-4906SR 1311SR 1308SR 1938SR 1314SR 1316SR 13532031
SR
SR 1386SR 1323SR 2017S R 1 3 2 4
SR 1308
NEW RIVER
SR 1322CREEKRUNS
QUI
RES N
EW
RI
VERGUM
BRANCH
SR 1314SR 1316HALFMOONCREEKRUNMILLSSWA
MP
JENKINS
258
24
24258
VICINITY MAP
PROJECT
BEGIN
PROJECT
END
09/08/996/14/2021\\wse03.local\WSE\Projects\NC\_CaryOldServer\Engineer\JOBS\0696\026\12100 U-4906\Utilities\Engineering\UC\Proj\U4906_ut_tsh_UC01_psh.dgn3:51:54 PM

SEAL
0
0
0
PROFILE (HORIZONTAL)
GRAPHIC SCALES
PLANS
PROFILE (VERTICAL)
0
00
SHEET NO.
UC-1
UTILITY CONSTRUCTION PLANS
STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
T.I.P. NO.
50 50
50 50
2010510
25 100
25 100
INDEX OF SHEETS
OWNERS ON PROJECT
WATER AND SEWER

XX
DEPART
ME
NT
OF TRANSPORTATION STATE OF NORTH CAROLI
NAPREPARED IN THE OFFICE OF
UNTIL ALL SIGNATURES ARE COMPLETED
DOCUMENT NOT CONSIDERED FINAL
ONSLOW COUNTY
FOR
NC License No: C-1554
Raleigh, North Carolina 27609
343 E. Six Forks Road, Suite 200
HNTB NORTH CAROLINA, P.C.
WEBB WHITE
1. THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES.
NOTES:
-
DIVISION 3
DIVISION OF HIGHWAYS
FAX [phone]
PHONE [phone]
CASTLE HAYNE NC 28429
5501 BARBADOS BLVD
-
-- ANILO
RAC HTRON
LANOISSEFO
RPREENIGNE27611
SEAL
BEDZ .C
N
IVE
K
PROJECT UTILITY COORDINATOR
PROJECT ENGINEER
U-4906
PROJECT DESIGNER
EASTERN CITY LIMITS OF RICHLANDS TO TIMOTHY ROAD (SR 1388)
LOCATION: GUM BRANCH ROAD (SR 1308) - WIDENING FROM THE
TYPE OF WORK: WATER AND SEWER LINE RELOCATION
(C) WATER - CITY OF JACKSONVILLE
(B) SANITARY SEWER - ONWASA
(A) WATER - ONWASA
UC-4UC-5UC-6
UC-12FIELD ROADWHALEYBOULEVARDSTATESI
DER
O
A
DWI
N
DI
N
G
RI
V
E
R SR 1380ERI
CA LANE-Y3-COURTTHOMPSONGILBERTN BRYAN ROADDRIVEBRIDLEWOODEMILY LOOP-Y4-
11 12
13
1415
16
17 18
1
9
2021 22 232425ROAD)BRIDGE(QUAKERSR 1938(NW BRIDGE ROAD)SR 1314ROAD)THOMPSON(EMMASR 1382BOULEVARD)(COUNTRY CLUBSR 1390(RHODESTOWN ROAD)SR 1316(HOWARD ROAD)SR 1353ROAD)(TIMOTHYSR 1388(McARTHUR DRIVE)SR 1379(
MENDOVER DRIVE)
SR 2031
DRIVE)(MILL PONDSR 1986CHURCH ROAD)
(HALF MOONSR 1323(BAYSDEND DRIVE)SR 1994(RAMSEY ROAD)SR 1324DRIVE)(EDGEWOODSR 1937TO
JACKSONVILLE
26
-L-
-L1-
-
L1--Y2REV-
-L1- STA 10+00.00
BEGIN RESURFACING
-L- STA 307+68.37 =
END RESURFACING
-L1- STA 23+25.00
BEGIN RESURFACING
END CONSTRUCTION
-L1- STA 58+82.30
END RESURFACING
BEGIN CONSTRUCTION
-L1- POT STA 14+00.00
END RESURFACING
-L1- POT STA 13+73.34
BEGIN CONSTRUCTION
-L- POT STA 280+00.00
BEGIN RESURFACING
END CONSTRUCTION
-L1- STA 44+52.50
BEGIN CONSTRUCTION
C
R
E
EK

D
R-Y
5-
R
O
C
K

DRIVEHOLLOWHIDDEN
-Y1-LANEROBERTRUNSQUI
RES4
567
8910
TO RICHLANDS
(GUM BRANCH ROAD)SR 1308 (MILLS FIEL
DS R
O
A
D)
SR 1313
-L-
-L- POT STA 30+50.00
BEGIN TIP PROJECT U-4906
BEGIN CONSTRUCTION
(COW HORN ROAD)SR 1311S
WAMPCOW HORN-L1- STA 46+70.00
END CONSTRUCTION
-L1- POT STA 80+00.00
END TIP PROJECT U-4906
END CONSTRUCTION
PROFILE SHEETS
PLAN SHEETS
DETAILS
NOTES
UTILITY SYMBOLOGY
TITLE SHEET
DESCRIPTION:
KEVIN C. ZDEB, PE
NAD 83/ NSRS 2007
MICHAEL L. BASS, JR.- ADVANCED
ENGINEERING TECHNICIAN
DIVISION UTILITY ENGINEER
SAM FORSTER
PROFILE SHEETS
PLAN SHEETS
DETAILS
NOTES
UTILITY SYMBOLOGY
TITLE SHEET
DESCRIPTION:UC-13
U
C-7
UC
-9
U
C
-11UC-8UC-10
UC-16TOUC-14
UC-13TOUC-4
UC-3J TOUC-3B
UC-3A TOUC-3
UC-2
UC-1
SHEET NO.:
LONNY SLEEPER
DocuSign Envelope ID: 86AC0722-E9A0-4114-B6B8-B969C0794813
7/1/2021
HH
T
C TW
P
T
RFH
RWM
PWM
GV
BV
TGV
PFH
RRPZ
RBFP
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
PROPOSED WATER SYMBOLS
Water Line (Sized as Shown)
Water Meter
Fire Hydrant
Water Pump Station
RPZ Backflow Preventer
DCV Backflow Preventer
(Sized per Note)
Manhole
Sewer Pump Station
PROPOSED SEWER SYMBOLS
(Sized as Shown)
Gravity Sewer Line
(Sized as Shown)
Force Main Sewer Line
REM WM
PS(W)
LS
LS/BP
BO
PRPZ
PBFP
REM FH
STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
TEL PED
AR
UV
CP
SP
PS(SS)2/28/2019P:\JOBS\0696\026\12100 U-4906\Utilities\Engineering\UC\Proj\u4906_ut_sym_UC02_psh.dgn10:32:42 AM5/14/99SHEET NO.PROJECT REFERENCE NO.
UC-2
Utility Pole with Base
Underground Power Line
UTILITIES PLAN SHEET SYMBOLS
U-4906
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
(Type as Shown)
Utility Line Drawn from Record
(Type as Shown)
Designated Utility Line
E.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
REV: 2/1/2012
Sanitary Sewer Cleanout
Fire Hydrant
Water Valve
Water Meter
Power Pole
Telephone Pole
Joint Use Pole
Utility Pole
DocuSign Envelope ID: 86AC0722-E9A0-4114-B6B8-B969C0794813
4/15/2020\\wse03.local\WSE\Projects\NC\_CaryOldServer\Engineer\JOBS\0696\026\12100 U-4906\Utilities\Engineering\UC\Proj\u4906_ut_notes_UC03_psh.dgn10:36:56 AMDEPARTMENT.
ALLOWED, BUT ARE NOT BINDING UPON THE
OR IS SECONDARY TO THIS CONTRACT ARE
WORK THAT IS NOT PART OF THIS CONTRACT
UTILITY OWNER AND CONTRACTOR FOR THE
ENGINEER. AGREEMENTS BETWEEN THE
CONTRACT UNLESS AUTHORIZED BY THE
NOT BINDING UPON THE DEPARTMENT OR THIS
THE CONTRACTOR AND UTILITY OWNER ARE
COMMUNICATIONS AND DECISIONS BETWEEN
ADMINISTRATIVE AUTHORITY.
CONSTRUCTION CONTRACT AND HAS
THE DEPARTMENT. THE DEPARTMENT OWNS THE
UTILITY FACILITIES AFTER ACCEPTANCE BY
UTILITY FACILITIES AND WILL OWN THE NEW
4. THE UTILITY OWNER OWNS THE EXISTING
INSPECTION OF CONSTRUCTION AND TESTING.
PROGRESS AND PROVIDE OPPROTUNITY FOR
REPRESENTATIVES INFORMED OF WORK
INTERRUPTION. KEEP UTILITY OWNERS’
AND ONE WEEK PRIOR TO SERVICE
WEEKS PRIOR TO COMMENCEMENT OF ANY WORK
PERSONNEL AND THE UTILITY OWNER TWO
CONSTRUCTION. NOTIFY DEPARTMENT
REPRESENTATIVES TO ALL PHASES OF
PERSONNEL AND THE OWNER’S
5. PROVIDE ACCESS FOR THE DEPARTMENT
GENERAL NOTES:
COST TO THE DEPARTMENT.
OR BETTER CONDITION AT NO ADDITONAL
TO EXISTING FACILITIES TO THE ORIGINAL
FACILITIES. REPAIR ANY DAMAGE INCURRED
AND FOR AVOIDING DAMAGE TO EXISTING
CONSTRUCTION OF THE PROPOSED UTILITIES
FACILITIES AS NECESSARY FOR THE
AND TYPE MATERIAL OF THE EXISTING
DETERMINING THE EXACT LOCATION, SIZE,
UTILITIES. MAKE INVESTIGATIONS FOR
TYPE OF MATERIAL FOR ALL EXISTING
INFORMATION FOR THE LOCATION, SIZE, AND
6. THE PLANS DEPICT THE BEST AVAILABLE
NECESSARY.
WEEKENDS, AT NIGHT, AND ON HOLIDAYS IF
REQUIREMENTS. MAKE CONNECTIONS ON
ACCORDANCE WITH THE UTILITY OWNER’S
ENDANGERING THE UTILITY SERVICE, AND IN
CONVENIENT TO THE PUBLIC, WITHOUT
AND PROPOSED UTILITIES AT TIMES MOST
8. MAKE CONNECTIONS BETWEEN EXISTING
UTILITY CONSTRUCTION
STANDARD SPECIFICATIONS.
RECORDS" IN SECTION 1500 OF THE
PROJECT. SEE 1500-7, " SUBMITTALS AND
APPROVED PRIOR TO DELIVERY TO THE
9. ALL UTILITY MATERIALS SHALL BE
ORDER TO PERFORM SPECIFIC WORK.
VALVES FOR SERVICE INTERRUPTION IN
OWNER TO CONDUCT STRATEGIC OPERATION OF
CONTRACTOR SHALL CONTACT THE UTILITY
VALVES ON THE EXISTING UTILITY SYSTEMS.
10. CONTRACTOR SHALL NOT OPERATE ANY
RESIDENT ENGINEER.
LINE, UNLESS OTHERWISE DIRECTED BY THE
SHALL BE INSTALLED AT THE RIGHT-OF-WAY
10. ALL NEW OR RELOCATED WATER METERS
LATEST EDITION (JULY 2006).
SPECIFICATIONS, STANDARDS, AND DESIGN,
AND THE CITY OF JACKSONVILLE MANUAL OF
EDITION (MAY 2016);
SPECIFICATIONS, AND DETAILS, LATEST
AUTHORITY (ONWASA) MANUAL OF STANDARDS,
AND THE ONSLOW WATER AND SEWER
STRUCTURES" DATED JANUARY 2018;
SPECIFICATIONS FOR ROADS AND
TRANSPORTATION’S "STANDARD
OF THE NC DEPARTMENT OF
SHALL MEET THE APPLICABLE REQUIREMENTS
1. THE PROPOSED UTILITY CONSTRUCTION
A. APPLICABLE TO BOTH UTILITY OWNERS
PROJECT SPECIFIC NOTES:
THE DEPARTMENT.
STANDARDS PRIOR TO FINAL ACCEPTANCE BY
CONFORMANCE TO THE UTILITY OWNER’S
UTILITY OWNER REPRESENTATIVE TO INSURE
SUBJECT TO A FINAL INSPECTION BY THE
1. ALL UTILITY CONSTRUCTION SHALL BE
BUFFER ZONES.
TO RIVER, STREAM, CREEK, WETLANDS, OR
SPECIFICATIONS. NO DAMAGE IS ALLOWED
1550-3(B) OF THE STANDARD
CAROLINA, AS REQUIRED BY SUBARTICLE
ENGINEER LICENSED BY THE STATE OF NORTH
CERTIFIED, AND SEALED BY A PROFESSIONAL
INSTALLATION THAT IS DESIGNED,
A DESIGN FOR THE TRENCHLESS
CONTRACTOR’S RESPONSIBILITY TO PROVIDE
INSTALLATION ON THIS PROJECT, IT IS THE
COMMENCING ANY WORK ON ANY TRENCHLESS
TRENCHLESS INSTALLATION. PRIOR TO
STANDARD SPECIFICATIONS CONCERNING
TO SECTIONS 102, 107, AND 1550 OF THE
2. CONTRACTOR’S ATTENTION IS DIRECTED
DIRECTED BY THE ENGINEER.
FIT THE ACTUAL CONDITIONS, OR AS
INDICATED ON THE PLANS, AS REQUIRED TO
WORK TO THE EXISTING SYSTEM WHERE
7. MAKE FINAL CONNECTIONS OF THE NEW
EACH END.
WITH FLOWABLE FILL AND CAPPED AT
THE CONTRACTOR SHALL BE FILLED
ABANDONED AND NOT REMOVED BY
SANITARY FORCE MAIN TO BE
3. EXISTING BURIED WATER LINE AND
PUSH-ON FITTINGS IS NOT PERMITTED.
OR MECHANICAL JOINT. THE USE OF
CONNECTIONS AS EITHER RESTRAINED JOINT
IRON, PRESSURE CLASS 350, WITH END
36-INCHES IN DIAMETER, SHALL BE DUCTILE
4. ALL FITTINGS, 4-INCHES THROUGH
UTILITY OWNER.
THE ENGINEER AND APPROVED BY THE
POSITION, UNLESS OTHERWISE DIRECTED BY
CONTINUOUS SECTION BEFORE LOWERING INTO
SEGMENT SHALL BE FULLY ASSEMBLED AS ONE
CONSTRUCTION. THE DOWN AND UNDER PIPE
DUCTILE IRON PIPE WITH RESTRAINED JOINT
PROPOSED DRAINAGE PIPES SHALL BE
DOWN AND UNDER RELOCATIONS TO AVOID
5. PROPOSED PIPE TO BE INSTALLED FOR
PHONE: [phone]
CONTACT: DAVID M. MOHR, PE
AUTHORITY (ONWASA).
BELONG TO ONSLOW WATER AND SEWER
THE EXISTING SEWER LINE UTILITIES
PHONE: [phone]
CONTACT: MICHAEL MOORE
CITY OF JACKSONVILLE (COJ)
PHONE: [phone]
CONTACT: DAVID M. MOHR, PE
ONWASA
JACKSONVILLE.
AUTHORITY (ONWASA) AND THE CITY OF
BELONG TO ONSLOW WATER AND SEWER
2. THE EXISTING WATER LINE UTILITIES
WATER SUPPLY SECTION.
DIVISION OF WATER RESOURCES, PUBLIC
DEPARTMENT OF ENVIRONMENTAL QUALITY,
REGULATIONS OF THE NORTH CAROLINA
WITHIN COMPLIANCE OF THE RULES AND
3. ALL WATER LINES TO BE INSTALLED
DIRECTED BY THE ENGINEER.
AND TIE-IN TO PROPOSED PIPE, AS
HORIZONTAL AND / OR VERTICAL TRANSITION
AND FIELD BENT AS NEEDED TO PROVIDE FOR
8. EXISTING PVC PIPE SHALL BE EXCAVATED
ENGINEER.
IN THIS PLAN SET, AS DIRECTED BY THE
NOTED IN THE TABLE ON THE DETAIL SHEETS
AT EACH PIPE JOINT FOR THE DISTANCE
THE APPROPRIATE BELL JOINT RESTRAINTS
EXCAVATE THE EXISTING PIPE AND INSTALL
TIE-IN POINT. CONTRACTOR SHALL
TO REMAIN BEYOND THE FITTING/VALVE
MAIN SHALL BE RESTRAINED ON THE PORTION
9. EXISTING WATER LINE OR SEWER FORCE
UNLESS APPROVED BY THE UTILITY OWNER.
INSTALLED WITHIN PAVEMENT OR SIDEWALKS,
11. WATER METER BOXES SHALL NOT BE
WATER SERVICE LINES.
EXISTING / PROPOSED WATER MAIN WITH NEW
REMAIN SHALL BE RECONNECTED TO THE
12. EXISTING WATER METERS THAT ARE TO
METER.
LINE TO THE NEW OR RELOCATED WATER
RECONNECTING THE CUSTOMER SIDE SERVICE
13. CONTRACTOR SHALL BE RESPONSIBLE FOR
LOCAL, STATE, AND FEDERAL REGULATIONS.
DISPOSED OF IN ACCORDANCE WITH ALL
OF THE CONTRACTOR AND BE PROPERLY
THE SYSTEM SHALL REMAIN THE PROPERTY
PIPING, AND METER BOXES REMOVED FROM
AGREED UPON LOCATION. ALL OTHER PARTS,
THESE UTILITY ITEMS TO A MUTUALLY
INSPECTION. CONTRACTOR SHALL DELIVER
BE RETURNED TO THE UTILITY OWNER FOR
TO BE REMOVED AND/OR RELOCATED SHALL
14. EXISTING HYDRANTS AND WATER METERS
UTILITY OWNER.
UNLESS OTHERWISE APPROVED BY THE
MATERIALS IN THE PROPOSED CONSTRUCTION
TO BE REMOVED SHALL NOT BE USED AS NEW
15. HYDRANTS AND WATER METERS LABELLED
APPROVED BY THE UTILITY OWNER.
RATING OF 235 PSI CONFORMING TO NSF-61, IF
FUSIBLE PVC DR-18, DIPS, WITH A PRESSURE
ALLOWABLE ALTERNATIVE MAY BE THE USE OF
CONSTRUCTION, PRESSURE CLASS 350. AN
DUCTILE IRON PIPE WITH RESTRAINED JOINT
WITHIN STEEL ENCASEMENT PIPES SHALL BE
6. ALL PROPOSED PIPE TO BE INSTALLED
SHALL BE FUSIBLE PVC C-900 DR-18 DIPS PIPE.
INSTALLATIONS, 4-INCH THROUGH 16-INCH,
7. PIPE USED FOR WATER MAIN HDD
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
UTILITY CONSTRUCTION
UTILITIES ENGINEERING SEC.
FAX:[phone]
PHONE:[phone]
TRANSPORTATION
DEPARTMENT OF
NORTH CAROLINA
REVISED:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT REFERENCE NO.
SHF
SHF
KCZ
KCZ
SHEET NO. ANILO
RAC HTRON
LANOISSEFO
RPREENIGNE27611
SEAL BEDZ .C
N
IVE
K
PLANS ONLY
UTILITY CONSTRUCTION
U-4906 UC-3
DocuSign Envelope ID: 86AC0722-E9A0-4114-B6B8-B969C0794813
7/1/2021
4/21/2020\\wse03.local\WSE\Projects\NC\_CaryOldServer\Engineer\JOBS\0696\026\12100 U-4906\Utilities\Engineering\UC\Proj\u4906_ut_notes_UC03A_psh.dgn12:52:38 PMUTILITY CONSTRUCTION
B. CITY OF JACKSONVILLE
PROJECT SPECIFIC NOTES: (CONTINUED)
C. ONWASA
PROJECT SPECIFIC NOTES: (CONTINUED)
NOTIFICATIONS.
ASSIST THE CITY IN DISTRIBUTION OF THE
THE SHUT DOWN. THE CONTRACTOR SHALL
WRITING AT LEAST 24 HOURS IN ADVANCE OF
NOTIFIED BY THE CITY OF JACKSONVILLE IN
OFF ANY WATER LINE, RESIDENTS ARE TO BE
THE EXISTING SYSTEM. BEFORE SHUTTING
TIME REQUIRED TO MAKE CONNECTIONS TO
AREAS, EXCEPT FOR THE MINIMUM AMOUNT OF
MAINTAINED TO CUSTOMERS IN THE PROJECT
2. SERVICE IS TO BE CONTINUOUSLY
THAT WERE CLOSED.
REASONABLE TIME OF THE SPECIFIC VALVES
SERVICES DEPARTMENT AT THE EARLIEST
EMERGENCY AND NOTIFY THE PUBLIC
OF ANY VALVES CLOSED DURING AN
VALVE. CONTRACTOR SHALL KEEP A RECORD
EMERGENCY, MAY THE CONTRACTOR CLOSE A
MAKING A WET TAP OR CUT-IN. ONLY IN AN
OF REQUEST FOR OPERATION OF VALVES AND
THE CITY AT LEAST 48 HOURS IN ADVANCE
SYSTEM. THE CONTRACTOR SHALL NOTIFY
OF JACKSONVILLE WATER DISTRIBUTION
OF ALL VALVES AND HYDRANTS ON THE CITY
JACKSONVILLE SHALL BE THE SOLE OPERATOR
SUPPRESSION PURPOSES, THE CITY OF
3. EXCEPT AS NEEDED FOR FIRE
PRESSURE CLASS 350.
PIPE, 4-INCHES AND LARGER, SHALL BE
BE DUCTILE IRON. ALL DUCTILE IRON
4. WATER LINES 14-INCH AND LARGER SHALL
APPROVED BY THE CITY OF JACKSONVILLE.
DRILLING (HDD) ONLY, UNLESS OTHERWISE
BE USED FOR HORIZONTAL DIRECTIONAL
D.I.P.S. FUSIBLE PVC C-900 PIPE SHALL
SHALL BE PVC C-900 DR-18 PIPE THAT IS
5. WATER LINES, 6-INCH THROUGH 12-INCH,
BACKFILL.
ABOVE ALL PVC WATER LINES DURING
12-INCHES BELOW FINAL GRADE DIRECTLY
BELOW" SHALL BE INSTALLED 8-INCHES TO
TAPE WITH THE TEXT "CAUTION WATER LINE
9. NON-METALLIC UNDERGROUND WARNING
THE TOP OF ALL NON-METALLIC PIPE.
TRACER WIRE SHALL BE INSTALLED ALONG
10. TEN GAUGE SINGLE STRAND BARE COPPER
WORK.
LOCATION SERVICES BEFORE BEGINNING ANY
AT 910-938-6500 FOR WATER / SEWER
JACKSONVILLE PUBLIC SERVICES DEPARTMENT
1. CONTRACTOR SHALL CALL THE CITY OF
EXCAVATED IN THE FUTURE.
AREA BEHIND THE THRUST BLOCK MAY BE
BEAR ON OTHER UTILITIES OR WHERE THE
RECOMMENDED WHERE THE THRUST BLOCK MAY
CONCRETE THRUST BLOCKING IS NOT
ALL CHANGES IN PIPE DIRECTION.
MEANS OF RESTRAINT SHALL BE PROVIDED AT
RESTRAINED JOINT PIPE AND/OR OTHER
6. CONCRETE THRUST BLOCKING, TIE RODS,
BASIS.
APPROVED BY ONWASA ON A CASE BY CASE
RESTRAINT HARNESSES, ETC.) MAY BE
OF RESTRAINT (THREADED RODS, BELL
PIPE OR DUCTILE IRON PIPE. OTHER FORMS
RESTRAINT GLANDS MAY BE USED ON PVC
IRON PIPE. FULL CIRCUMFERENTIAL PIPE
GLANDS SHALL ONLY BE USED ON DUCTILE
PREFERRED. WEDGE ACTION RESTRAINT
GLANDS AND CONCRETE THRUST BLOCKING ARE
(2) FORMS OF RESTRAINT. RESTRAINING
1. ALL FITTINGS SHALL BE SECURED BY TWO
ASSEMBLIES SHALL BE RESTRAINED.
2. ALL JOINTS ON FIRE HYDRANT
A JOINT RESTRAINT SYSTEM.
SHALL REQUIRE THE INSTALLATION OF
3. ALL REVERSE (BACKSIDE) TAPS
ENTRAINED.
ALL EXPOSED CONCRETE SHALL BE AIR
CONCRETE SHALL COMPLY WITH ASTM C94.
3,000 PSI AT 28 DAYS. READY MIX
WITH A COMPRESSIVE STRENGTH OF
THRUST BLOCKS SHALL BE NCDOT CLASS A
OF PIPES, AND FIRE HYDRANT SETTING AND
STABILIZING PADS, CONCRETE ENCASEMENT
BLOCKS, THRUST COLLARS, VALVE
11. ALL CONCRETE USED FOR THRUST
FOR NON-VIBRATED CONCRETE.
VIBRATED IN PLACE CONCRETE AND 4-INCHES
CONCRETE SHALL BE 3.5-INCHES FOR
3,000 PSI AT 28 DAYS. MAXIMUM SLUMP OF
WITH A COMPRESSIVE STRENGTH OF
4. ALL CONCRETE SHALL BE NCDOT CLASS A
PULLBACK.
TRACER WIRE AFTER COMPLETION OF THE HDD
PERFORMING A CONTINUITY TEST OF THE
SUCCESSFULLY WITH THE PIPE BY
ENSURING THE TRACER WIRE IS PULLED
CONTRACTOR SHALL BE RESPONSIBLE FOR
FEET WITH HEAVY PLASTIC ZIP TIES.
FASTENED TO THE PIPE EVERY FIVE (5)
DRILLING (HDD). TRACER WIRE SHALL BE
INSTALLED BY HORIZONTAL DIRECTIONAL
INSTALLED ALONG THE TOP OF ALL PIPE
5. HEAVY GAUGE TRACER WIRE SHALL BE
CLASS 250.
14-INCHES AND LARGER, SHALL BE PRESSURE
PRESSURE CLASS 350. DUCTILE IRON PIPE,
4-INCHES TO 12-INCHES, SHALL BE
BE DUCTILE IRON. DUCTILE IRON PIPE,
7. WATER LINES 18-INCH AND LARGER SHALL
D.I.P.S.
SHALL BE PVC C-900 DR-18 PIPE THAT IS
8. WATER LINES, 6-INCH THROUGH 16-INCH,
MECHANICAL JOINT ENDS.
SHALL BE BUTTERFLY VALVES WITH
10. ALL VALVES, 16-INCH AND LARGER,
JOINT ENDS.
WITH NON RISING STEM AND MECHANICAL
BE RESILIENT WEDGE TYPE GATE VALVES
9. ALL VALVES, 6-INCH TO 14-INCH, SHALL
JOINT ENDS.
WITH NON RISING STEM AND MECHANICAL
BE RESILIENT WEDGE TYPE GATE VALVES
8. ALL VALVES, 6-INCH AND LARGER, SHALL
C-901 SDR-9 PIPE THAT IS C.T.S.
11. WATER SERVICE PIPE SHALL BE HDPE
THAT IS D.I.P.S.
16-INCH, SHALL BE HDPE C-906 SDR-9 PIPE
HDD INSTALLATIONS, 4-INCH THROUGH
6. PIPE USED FOR SANITARY FORCE MAIN
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
UTILITY CONSTRUCTION
UTILITIES ENGINEERING SEC.
FAX:[phone]
PHONE:[phone]
TRANSPORTATION
DEPARTMENT OF
NORTH CAROLINA
REVISED:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT REFERENCE NO.
SHF
SHF
KCZ
KCZ
SHEET NO. ANILO
RAC HTRON
LANOISSEFO
RPREENIGNE27611
SEAL BEDZ .C
N
IVE
K
PLANS ONLY
UTILITY CONSTRUCTION
U-4906 UC-3A
SIZE (CTS) PIPE.
ANSI/NSF-61 CERTIFIED, COPPER TUBING
PE-3408/3608 (DR-9 OR DR-11),
(DR-9 OR DR-11 OR DR-13.5) OR
2-INCH, SHALL BE HDPE C-901 PE-4710
7. WATER SERVICE LINE, 3/4-INCH THROUGH
DocuSign Envelope ID: 86AC0722-E9A0-4114-B6B8-B969C0794813
7/1/2021
9:55:22 AM\\wse03.local\WSE\Projects\NC\_CaryOldServer\Engineer\JOBS\0696\026\12100 U-4906\Utilities\Engineering\UC\Proj\u4906_ut_dtl_UC03B_psh.dgn4/15/2020NOT TO SCALE
STANDARD VERTICAL BEND DETAIL
NOT TO SCALE
WATER BYPASS FOR DEEPLY BURIED WATER LINES
NOT TO SCALE
CULVERT CROSSING GREATER THAN 72" OF COVER8/17/99THE PUBLIC SERVICES DIRECTOR.
USE OF GRIP RINGS IN LIEU OF RESTRAINT FLANGE SYSTEM SHALL BE PERMITTED ON A CASE BY CASE BASIS BY 1.
NOTES:
THE PUBLIC SERVICES DIRECTOR.
USE OF GRIP RINGS IN LIEU OF RESTRAINT FLANGE SYSTEM SHALL BE PERMITTED ON A CASE BY CASE BASIS BY 4.
ADAPTERS VARY IN TYPE ACCORDING TO THE MATERIAL OF THE EXISTING WATER MAIN.3.
RECORD ALL AS-BUILT LENGTHS USING THE CENTER LINES OF THE PIPES OR BENDS AS REFERENCE POINTS.2.
THE BYPASS IS TO BE ASSEMBLED ABOVE GROUND FIRST.1.
NOTES:DETAILS APPLY TO BOTH UTILITY OWNERS OF ROAD SHOULDER
APPROXIMATE GRADE
(TYP)3’ MINSEE NOTE 1SEE NOTE 172" MIN.SEE NOTE 3, "L" - VARIES (SEE PLANS)"D" VARIES (SEE PLANS)MEASUREMENT
FOR DEPTH
SPACING
10’ MAX
EXISTING PIPE EXISTING PIPE
(TYP.)
GATE VALVE
ALLOWED THIS LOCATION.
INSPECTION HOLE ONLY
10’ HORIZONTAL RUN.
EXISTING PIPE
MIN
3’ COVER
NOT TO SCALE
FUSIBLE PVC TO EXISTING PIPE TRANSITION
NOT TO SCALE
WATER HORIZONTAL DIRECTIONAL DRILL PROFILE
NOT TO SCALE
EXISTING STORM SEWER
PROPOSED UTILITY OVER
AND SENSITIVE AREAS AS NOTED ON PLANS
CROSSING OF ROAD, DRAINAGE PIPE, CREEK
DI OR PVC DI OR PVC
MIN
10’ SPACING
MIN
10’ SPACING
(PIPE SIZES MAY VARY)
FUSIBLE PVC PIPE
WITH PIPE SIZE
RADIUS OF BEND VARIES
BY APPROVED MEANS
BEND JOINT RESTRAINED
PVC HDD
FUSIBLE
OR PVC PIPE
10 FT OF DIP
BY OWNER
BALL, PROVIDED
UTILITY MARKER
BY OWNER (TYP.)
BALL, PROVIDED
UTILITY MARKER
SPECIFICATIONS.
OTHERWISE SPECIFIED OR IDENTIFIED IN GENERAL NOTES ON SHEET, OR IN
OBSTRUCTIONS BY GOING UNDER A MINIMUM OF 12" WITH PROPOSED PIPE UNLESS
DRILL, DIRECTIONAL DRILL CONTRACTOR SHALL AVOID CONFLICT WITH THESE
IF BURIED OBSTRUCTIONS ARE LOCATED IN THE LENGTH OF THE DIRECTIONAL 6.
MINIMUM DIAMETER FOR THE PIPE INSTALLATION.
THE DRILL DEVELOPED FOR THE LEAD IN END OF THE PIPE SHALL BE KEPT AT A 5.
INSTALLED AS DIRECTED IN THE FIELD.
ALL DIRECTIONAL DRILLS. MARKER BALL TO BE FURNISHED BY UTILITY OWNER AND
UTILITY MARKER BALL SHALL BE PLACED AT BOTH THE ENTRY AND EXIT POINT OF 4.
START OF WORK OR ORDERING MATERIALS.
LOCATION, AND TIE-IN POINTS ARE TO BE APPROVED BY OWNER PRIOR TO ANY
NUMBER OF P.E. PIPE JOINTS, LOCATION OF DRILL MACHINE, AUGER ENTRANCE
LENGTH OF CROSSING, LOCATION OF INSPECTION/OBSERVATION EXCAVATION, 3.
WATER LINE.
UPON COMPLETION OF INSTALLATION AND PRIOR TO CONNECTION TO THE MAIN
ALL DRILL SECTIONS SHALL BE HYDROSTATICALLY TESTED, PER SPECIFICATIONS 2.
DIRECTIONAL DRILL SECTION BY THE DIRECTIONAL DRILL CONTRACTOR.
A PROFILE AND PLAN SHALL BE PROVIDED FROM ENTRY TO EXIT FOR EACH 1.
NOTES:
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
UTILITY CONSTRUCTION
UTILITIES ENGINEERING SEC.
FAX:[phone]
PHONE:[phone]
TRANSPORTATION
DEPARTMENT OF
NORTH CAROLINA
REVISED:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT REFERENCE NO.
SHF
SHF
KCZ
KCZ
SHEET NO. ANILO
RAC HTRON
LANOISSEFO
RPREENIGNE27611
SEAL BEDZ .C
N
IVE
K
PLANS ONLY
UTILITY CONSTRUCTION
U-4906 UC-3B
DocuSign Envelope ID: 86AC0722-E9A0-4114-B6B8-B969C0794813
7/1/2021
10:57:02 AM\\wse03.local\WSE\Projects\NC\_CaryOldServer\Engineer\JOBS\0696\026\12100 U-4906\Utilities\Engineering\UC\Proj\u4906_ut_dtl_UC03C_psh.dgn4/15/20208/17/99NOT TO SCALE
STANDARD PAVEMENT CUT AND PATCH DETAILS
NOT TO SCALE
INLINE VALVE DETAIL
NOT TO SCALE
VALVE BOX INSTALLATION
NOT TO SCALE
DRY BORE AND JACK PIPE ENCASEMENT
DETAILS APPLY TO ONWASA FACILITIESNOT TO SCALE
PROFILE
FORCE MAIN HORIZONTAL DIRECTIONAL DRILL

COMPACTED BACKFILL
VARIES 36" MIN.12"12"
PIPE WIDTH
6"
CUT EXISTING ASPHALT
MAXIMUM PAYMENT WIDTH SAW
S9.5 SURFACE COURSE
2" MIN. OR MATCH EXISTING
ABC AGGREGATE BASE
MIN. 8" COMPACTED
PATCH.ACHIEVE A SMOOTH LEVEL
THE ASPHALT PAVEMENT MATERIAL SHALL BE INSTALLED AND COMPACTED THOROUGHLY TO 6.
ASPHALT BE LESS THAN 2" THICK.CASE SHALL THE
THE SAME DEPTH OF PAVEMENT MATERIAL WHICH EXISTS SHALL BE REINSTALLED, BUT IN NO 5.
THE ENTIRE THICKNESS/VERTICAL EDGE OF THE CUT SHALL BE TACKED.4.
NCDOT STANDARDS.IN ACCORDANCE WITH
WITHIN ROADS MAINTAINED BY NCDOT, THE TRENCH SHALL BE BACKFILLED AND COMPACTED 3.
IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS.
PROPOSED SUBGRADE. THE BACKFILL SHALL BE PLACED AND COMPACTED THE BOTTOM OF THE
THE TRENCH SUBGRADE MATERIAL SHALL BE BACKFILLED WITH DRY SOIL OR ABC STONE TO 2.
THE PAVEMENT SHALL BE DEFINED BY A STRAIGHT EDGE, PREFERABLY A MACHINED SAW CUT.1.
NOTES:
SUPPORT
CONCRETE
VALVE
BOX
CASTING
DOMESTIC
STANDARD VALVE BOX
BOTTOM SECTION
5 3
4"
COVER
WATER
PAVEMENT
COVER
VALVE BOX
VALVE
MAIN
WATER
BACKFILL
TAMPED
BACKFILL
TAMPED
EXTENSION OF VALVE BOX
APPROVED METHOD FOR
REQUIRED ON ALL VALVES.
CONCRETE VALVE COLLAR 2.
ONWASA’S SPECIFICATIONS
VALVE BOX SHALL BE PER 1.
NOTES:
2’
2’
SUPPORT
CONCRETE
IF NEEDED
MAY BE USED AS OPTION
NOTE:RESTRAINT GLANDS
STANDARD MJ GLANDS
1"
BACKFILL
TAMPED
BACKFILL
TAMPED
COVER
BOX
VALVE
VALVE BOX TO MATCH ASPHALT GRADE.
NOT IN ASPHALT. IF IN ASPHALT,
STANDARD CONRETE VALVE COLLAR IF
VALVE BOX
CAST IRON
GATE VALVE
CAST IRON
GRADE
FINISHED
COVER36" MIN.

ONE INTERMEDIATE). OTHER METHODS MUST MEET APPROVAL OF THE ENGINEER.
EACH JOINT AND OR "SPIDER" STEEL SUPPORTS AT A MAXIMUM OF 9 FOOT CENTERS (ONE AT SPACERS
USING CARRIER PIPE SHALL BE ADEQUATELY SUPPORTED THE ENTIRE LENGTH WITHIN THE CASING BY 2.
SPECIFICATIONS.STEEL ENCASEMENT PIPE SHALL CONFORM TO THE REQUIREMENTS OF THE PROJECT 1.
NOTES:
TYPICAL PIPE CROSSING
CASING
STEEL PIPE
END SEAL
C DITCHL
SHOULDER
SHOULDER
36" MIN.24" MIN. CARRIER PIPE
DUCTILE IRON
RESTRAINED JOINT
AT EACH END
MASONRY ENCLOSURE
RR TRACK
PAVEMENT OR
OF PAVEMENT
SLOPE OR EDGE
5’ BEYOND TOE OF
MIN.24"

SECTIONS WITH NO DITCH OR FILL AREA.
FEET BEYOND EDGE OF PAVEMENT IN
SLOPES IN FILL SECTIONS, AND TEN (10)
FIVE (5) FEET BEYOND THE TOE OF
LINE TO DITCH LINE IN CUT SECTIONS,
ENCASEMENTS SHALL EXTEND FROM DITCH
(ALL PIPE SIZES MAY VARY).
HDPE DR-9 PER SPECIFICATION
FITTING MANUFACTURER
EXTENDED BOLTS PER MJ
GLAND AND GASKETS W/
ANSI/AWWA STANDARD MJ
DIP TO HDPE TRANSITION (TYP.)
ADAPTER SHALL BE PE/MJ TRANSITION.
TO BE HDPE DR-9 (TYP. BOTH ENDS.)
WITH SST SLEEVE INSERTS. ADAPTERS
NSF APPROVED FOR POTABLE WATER
SELF-RESTRAINED PE/MJ ADAPTERS,
ALLOWED THIS LOCATION.
RUN. INSPECTION HOLE ONLY
WITH A MIN. OF 10’ HORIZONTAL
P.E. PIPE TO BE INSTALLED
(TYP.)
GATE VALVE
OF ROAD SHOULDER
APPROXIMATE GRADE
INSERTS
W/SST SLEEVE
COMPACT MJ/BF
HDPE MJ ADAPTER
BUTT FUSION JOINT
(2 PIPE JOINTS TYP.)
40 LF RESTRAINED JOINT DIP
FITTING AS SHOWN ON PLANS
MECHANICAL COUPLING OR
RESTRAINED JOINT
AND SPECS
PER PLANS
HDPE DR9
PER PLANS
SIZE AS REQUIRED
DIP
AS REQ
FITTING
DIPDIP TRENCH WIDTHAS REQUIREDSPACING
40’ MIN
SPACING
40’ MIN (TYP)3’ MINSEE NOTE 1SEE NOTE 172" MIN.SEE NOTE 3, "L" - VARIES (SEE PLANS)"D" VARIES (SEE PLANS)AREAS AS NOTED ON PLANS
CROSSING OF ROAD, CREEK AND SENSITIVE
MEASUREMENT
FOR DEPTH
SPACING
10’ MAX
OWNER (TYP.)
BALL, PROVIDED BY
UTILITY MARKER
SPECIFICATIONS.
OTHERWISE SPECIFIED OR IDENTIFIED IN GENERAL NOTES ON SHEET, OR IN
OBSTRUCTIONS BY GOING UNDER A MINIMUM OF 12" WITH PROPOSED PIPE UNLESS
DRILL, DIRECTIONAL DRILL CONTRACTOR SHALL AVOID CONFLICT WITH THESE
IF BURIED OBSTRUCTIONS ARE LOCATED IN THE LENGTH OF THE DIRECTIONAL 6.
MINIMUM DIAMETER FOR THE PIPE INSTALLATION.
THE DRILL DEVELOPED FOR THE LEAD IN END OF THE PIPE SHALL BE KEPT AT A 5.
INSTALLED AS DIRECTED IN THE FIELD.
ALL DIRECTIONAL DRILLS. MARKER BALL TO BE FURNISHED BY UTILITY OWNER AND
UTILITY MARKER BALL SHALL BE PLACED AT BOTH THE ENTRY AND EXIT POINT OF 4.
START OF WORK OR ORDERING MATERIALS.
LOCATION, AND TIE-IN POINTS ARE TO BE APPROVED BY OWNER PRIOR TO ANY
NUMBER OF P.E. PIPE JOINTS, LOCATION OF DRILL MACHINE, AUGER ENTRANCE
LENGTH OF CROSSING, LOCATION OF INSPECTION/OBSERVATION EXCAVATION, 3.
MAIN.
UPON COMPLETION OF INSTALLATION AND PRIOR TO CONNECTION TO THE FORCE
ALL DRILL SECTIONS SHALL BE HYDROSTATICALLY TESTED, PER SPECIFICATIONS 2.
DIRECTIONAL DRILL SECTION BY THE DIRECTIONAL DRILL CONTRACTOR.
A PROFILE AND PLAN SHALL BE PROVIDED FROM ENTRY TO EXIT FOR EACH 1.
NOTES:
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
UTILITY CONSTRUCTION
UTILITIES ENGINEERING SEC.
FAX:[phone]
PHONE:[phone]
TRANSPORTATION
DEPARTMENT OF
NORTH CAROLINA
REVISED:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT REFERENCE NO.
SHF
SHF
KCZ
KCZ
SHEET NO. ANILO
RAC HTRON
LANOISSEFO
RPREENIGNE27611
SEAL BEDZ .C
N
IVE
K
PLANS ONLY
UTILITY CONSTRUCTION
U-4906 UC-3C
DocuSign Envelope ID: 86AC0722-E9A0-4114-B6B8-B969C0794813
7/1/2021
11:21:22 AM\\wse03.local\WSE\Projects\NC\_CaryOldServer\Engineer\JOBS\0696\026\12100 U-4906\Utilities\Engineering\UC\Proj\u4906_ut_dtl_UC03D_psh.dgn4/15/20208/17/99DETAILS APPLY TO ONWASA FACILITIESNOT TO SCALE
THRUST BLOCKING NOT TO SCALE
THRUST BLOCKING
NOT TO SCALE
THRUST BLOCKING
NOT TO SCALE
THRUST BLOCKING
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
UTILITY CONSTRUCTION
UTILITIES ENGINEERING SEC.
FAX:[phone]
PHONE:[phone]
TRANSPORTATION
DEPARTMENT OF
NORTH CAROLINA
REVISED:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT REFERENCE NO.
SHF
SHF
KCZ
KCZ
SHEET NO. ANILO
RAC HTRON
LANOISSEFO
RPREENIGNE27611
SEAL BEDZ .C
N
IVE
K
PLANS ONLY
UTILITY CONSTRUCTION
U-4906 UC-3D
DocuSign Envelope ID: 86AC0722-E9A0-4114-B6B8-B969C0794813
7/1/2021
11:36:47 AM\\wse03.local\WSE\Projects\NC\_CaryOldServer\Engineer\JOBS\0696\026\12100 U-4906\Utilities\Engineering\UC\Proj\u4906_ut_dtl_UC03E_psh.dgn4/15/20208/17/99DETAILS APPLY TO ONWASA FACILITIESNOT TO SCALE
3/4" TO 1" METER INSTALLATION
NOT TO SCALE
WATER MAIN EMBEDMENT DETAILS
NOT TO SCALE
STANDARD UTILITY MARKER FOR WATER MAIN
NOT TO SCALE
3/4" TO 1" SERVICE CONNECTION AND METER
NOT TO SCALE
FIRE HYDRANT ASSEMBLY SHOULDER/DITCH SECTION
NOT TO SCALE
SECTION
FIRE HYDRANT ASSEMBLY CURB AND GUTTER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
UTILITY CONSTRUCTION
UTILITIES ENGINEERING SEC.
FAX:[phone]
PHONE:[phone]
TRANSPORTATION
DEPARTMENT OF
NORTH CAROLINA
REVISED:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT REFERENCE NO.
SHF
SHF
KCZ
KCZ
SHEET NO. ANILO
RAC HTRON
LANOISSEFO
RPREENIGNE27611
SEAL BEDZ .C
N
IVE
K
PLANS ONLY
UTILITY CONSTRUCTION
U-4906 UC-3E
DocuSign Envelope ID: 86AC0722-E9A0-4114-B6B8-B969C0794813
7/1/2021
12:10:07 PM\\wse03.local\WSE\Projects\NC\_CaryOldServer\Engineer\JOBS\0696\026\12100 U-4906\Utilities\Engineering\UC\Proj\u4906_ut_dtl_UC03F_psh.dgn4/15/20208/17/99DETAILS APPLY TO ONWASA FACILITIESNOT TO SCALE
SEWER FORCE MAIN EMBEDMENT DETAILS
NOT TO SCALE
STANDARD UTILITY MARKER FOR SEWER FORCE MAIN
NOT TO SCALE
AIR RELEASE VALVE SEWER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
UTILITY CONSTRUCTION
UTILITIES ENGINEERING SEC.
FAX:[phone]
PHONE:[phone]
TRANSPORTATION
DEPARTMENT OF
NORTH CAROLINA
REVISED:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT REFERENCE NO.
SHF
SHF
KCZ
KCZ
SHEET NO. ANILO
RAC HTRON
LANOISSEFO
RPREENIGNE27611
SEAL BEDZ .C
N
IVE
K
PLANS ONLY
UTILITY CONSTRUCTION
U-4906 UC-3F
DocuSign Envelope ID: 86AC0722-E9A0-4114-B6B8-B969C0794813
7/1/2021
1:31:51 PM\\wse03.local\WSE\Projects\NC\_CaryOldServer\Engineer\JOBS\0696\026\12100 U-4906\Utilities\Engineering\UC\Proj\u4906_ut_dtl_UC03G_psh.dgn4/15/20208/17/99DETAILS APPLY TO CITY OF JACKSONVILLE FACILITIESNOT TO SCALE
SCHEMATIC
TYPICAL RESIDENTIAL WATER & SEWER SERVICE
NOT TO SCALE
REPAIR DETAILS
TYPICAL TRENCH BACKFILL AND SURFACE
NOT TO SCALE
REPAIR DETAILS
TYPICAL TRENCH BACKFILL AND SURFACE
NOT TO SCALE
DETAIL - TYPE A
UNSUITABLE SUBGRADE TRENCH
LIFTS.
GENERAL BACKFILL COMPACTED TO 90% STANDARD PROCTOR DENSITY IN 6" MAXIMUM 3.
4" DEEP NO. 57 STONE OR EQUAL LIGHTLY COMPACTED PIPE BEDDING.2.
LIGHTLY COMPACTED. OVERLAP FABRIC BY MINIMUM ONE PIPE O.D.
8" DEEP NO. 57 STONE OR EQUAL WRAPPED IN NON-WOVEN GEOTEXTILE FILTER FABRIC 1.
NOTES:
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
UTILITY CONSTRUCTION
UTILITIES ENGINEERING SEC.
FAX:[phone]
PHONE:[phone]
TRANSPORTATION
DEPARTMENT OF
NORTH CAROLINA
REVISED:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT REFERENCE NO.
SHF
SHF
KCZ
KCZ
SHEET NO. ANILO
RAC HTRON
LANOISSEFO
RPREENIGNE27611
SEAL BEDZ .C
N
IVE
K
PLANS ONLY
UTILITY CONSTRUCTION
U-4906 UC-3G
DocuSign Envelope ID: 86AC0722-E9A0-4114-B6B8-B969C0794813
7/1/2021
1:41:37 PM\\wse03.local\WSE\Projects\NC\_CaryOldServer\Engineer\JOBS\0696\026\12100 U-4906\Utilities\Engineering\UC\Proj\u4906_ut_dtl_UC03H_psh.dgn4/15/20208/17/99DETAILS APPLY TO CITY OF JACKSONVILLE FACILITIESNOT TO SCALE
ROADS/HIGHWAYS
TYPICAL DETAIL FOR BORE UNDER PAVED
NOT TO SCALE
ROADS/HIGHWAYS WITH END SEALS
TYPICAL DETAIL FOR BORE UNDER PAVED
NOT TO SCALE
ROADS/HIGHWAYS
TYPICAL DETAIL FOR BORE UNDER PAVED
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
UTILITY CONSTRUCTION
UTILITIES ENGINEERING SEC.
FAX:[phone]
PHONE:[phone]
TRANSPORTATION
DEPARTMENT OF
NORTH CAROLINA
REVISED:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT REFERENCE NO.
SHF
SHF
KCZ
KCZ
SHEET NO. ANILO
RAC HTRON
LANOISSEFO
RPREENIGNE27611
SEAL BEDZ .C
N
IVE
K
PLANS ONLY
UTILITY CONSTRUCTION
U-4906 UC-3H
DocuSign Envelope ID: 86AC0722-E9A0-4114-B6B8-B969C0794813
7/1/2021
1:55:05 PM\\wse03.local\WSE\Projects\NC\_CaryOldServer\Engineer\JOBS\0696\026\12100 U-4906\Utilities\Engineering\UC\Proj\u4906_ut_dtl_UC03I_psh.dgn4/15/20208/17/99DETAILS APPLY TO CITY OF JACKSONVILLE FACILITIESNOT TO SCALE
WATER MAIN EMBEDMENT DETAILS
NOT TO SCALE
STANDARD ANCHOR BLOCK DETAIL
NOT TO SCALE
BLOCKING WITH RESTRAINT FLANGE SYSTEM
NOT TO SCALE
BENDS AND TEE
BLOCKING DETAIL FOR HORIZONTAL
NOT TO SCALE
BENDS AND TEE
BLOCKING DETAIL FOR HORIZONTAL
PLACE RESTRAINT FLANGE ON ONE FULL JOINT OF PIPE.2.
BACKFILL AND COMPACT IN 6" LAYERS.1.
NOTES:
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
UTILITY CONSTRUCTION
UTILITIES ENGINEERING SEC.
FAX:[phone]
PHONE:[phone]
TRANSPORTATION
DEPARTMENT OF
NORTH CAROLINA
REVISED:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT REFERENCE NO.
SHF
SHF
KCZ
KCZ
SHEET NO. ANILO
RAC HTRON
LANOISSEFO
RPREENIGNE27611
SEAL BEDZ .C
N
IVE
K
PLANS ONLY
UTILITY CONSTRUCTION
U-4906 UC-3I
DocuSign Envelope ID: 86AC0722-E9A0-4114-B6B8-B969C0794813
7/1/2021
2:08:25 PM\\wse03.local\WSE\Projects\NC\_CaryOldServer\Engineer\JOBS\0696\026\12100 U-4906\Utilities\Engineering\UC\Proj\u4906_ut_dtl_UC03J_psh.dgn4/15/20208/17/99DETAILS APPLY TO CITY OF JACKSONVILLE FACILITIESNOT TO SCALE
STANDARD SLIP TYPE VALVE BOX DETAIL
NOT TO SCALE
STANDARD 3/4" DOMESTIC METER INSTALLATION
NOT TO SCALE
STANDARD WATER MAIN PLUG DETAIL
NOT TO SCALE
STANDARD 1" WATER TAPPING DETAIL
NOT TO SCALE
AND VALVE ASSEMBLY
4" TO 12" STANDARD TAPPING SLEEVE
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
UTILITY CONSTRUCTION
UTILITIES ENGINEERING SEC.
FAX:[phone]
PHONE:[phone]
TRANSPORTATION
DEPARTMENT OF
NORTH CAROLINA
REVISED:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT REFERENCE NO.
SHF
SHF
KCZ
KCZ
SHEET NO. ANILO
RAC HTRON
LANOISSEFO
RPREENIGNE27611
SEAL BEDZ .C
N
IVE
K
PLANS ONLY
UTILITY CONSTRUCTION
U-4906 UC-3J
DocuSign Envelope ID: 86AC0722-E9A0-4114-B6B8-B969C0794813
7/1/2021
24" RCP
GR
CONC
BRICK
GR
GR
CONC24" RCP
15" RCP15" RCP
15" RCP
15" HDPE
15" RCP
15" RCP
15" RCP 15" RCP 15" RCP18’ CONC15’ SOI
LGR
SOIL11’BSTBRICK COLUMNBRICK COLUMNPLANTERP
L
A
N
T
E
R
15" HDPE
PASTURE
CULTIVATED FIELD CULTIVATED FIELD CULTIVATED FIELD
GEORGE NEWBOLD, et ux
DB 387 PG 307
DB 473 PG 221
GEORGE NEWBOLD, et ux
DB 1359 PG 308
THOMAS RANDOLPH
MB 26 PG 174
DB 280 PG 338
MB 32 PG 134
HELEN JONES
DB 1579 PG 67
ROSEMARY MURRAY
ELLIS DRONE
DB 2989 PG 368
DB 3331 PG 517
MB 54 PG 161
DB 582 PG 45
WILLIE THOMPSON, et al
MB 48 PG 122GBSGATE60" BK WALL 60" BK WALL
1SBKD
1SBKD
2SFD
BK HW
BY TAX MAPPING
ESTATE FILE OF SARAH MAZINGO (5-11-11_DOD)
DESC. NOT GOOD
DB 247 PG 368
KEITH GURGANUS
MB 4 PG 20
DB 1778 PG 5
et al
WILLIE THOMPSON,
DB 473 PG 221
et ux
GEORGE NEWBOLD,
SR1308 - GUM BRANCH RD.
22’ PAVED ROADWAY
b |b
b||
IHa a|aaaEOI
6" ONWASA 6" ONWASA
10" C.O.J.10" C.O.J.10" C.O.J.
12" ONWASA12" ONWASA
(AATUR)(AATUR)10" C.O.J.(AATUR)
CHARTER COMM.
CHARTER COMM.
CHARTER COMM.
100’
F
C
C
F
C
F F
F
F
F
F F
F
F F F F F
F
FFFFF FF
6
5
24" RCP-
I
VREMOVE24"
REMOVE RETAIN
RETAIN RETAIN
RETAIN
RETAIN RETAIN RETAIN RETAIN
RETAIN9095-L- PT Sta. 87+73.17NSRS 2007NAD 83/3:46:03 PM\\wse03.local\WSE\Projects\NC\_CaryOldServer\Engineer\JOBS\0696\026\12100 U-4906\Utilities\Engineering\UC\Proj\u4906_ut_rdy8_UC04_psh.dgn5/26/2021SEE SHEET UC-5MATCH LINE -L- STA 99+50.003/22/18FIELD CONDITIONS.
FITTINGS WILL VARY BASED ON
THE ACTUAL QUANTITY AND TYPE OF
ON THIS PLAN SHEET IS 860 LBS.
DUCTILE IRON SEWER PIPE FITTINGS
THE ESTIMATED QUANTITY OF
FIELD CONDITIONS.
FITTINGS WILL VARY BASED ON
THE ACTUAL QUANTITY AND TYPE OF
ON THIS PLAN SHEET IS 920 LBS.
DUCTILE IRON WATER PIPE FITTINGS
THE ESTIMATED QUANTITY OF
ABANDON 6" UTILITY PIPE - 30 LF
6" WATER LINE - 35 LF
ABANDON 10" UTILITY PIPE - 30 LF
10" WATER LINE - 35 LF
ABANDON 12" UTILITY PIPE - 30 LF
12" FORCE MAIN SEWER - 35 LF
SEE NOTE 1
SEE NOTE 1
SEE NOTE 1
2. OPEN TRENCH CONSTRUCTION SHALL PROVIDE 3 FEET MINIMUM COVER TO TOP OF PIPE.
1. PROPOSED DOWN AND UNDER RELOCATION OF UTILITY. REFER TO DETAIL ON SHEET UC-3B.
NOTES:
PHONE: [phone]
CONTACT: MICHAEL MOORE
UTILITY: 10" WATER
CITY OF JACKSONVILLE
PHONE: [phone]
CONTACT: DAVID M. MOHR, PE
12" SANITARY FORCE MAIN
UTILITY: 6" WATER
ONWASA
UTILITY OWNERS ON THIS SHEET:
ONWASA
COJ
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
UTILITY CONSTRUCTION
UTILITIES ENGINEERING SEC.
FAX:[phone]
PHONE:[phone]
TRANSPORTATION
DEPARTMENT OF
NORTH CAROLINA
REVISED:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT REFERENCE NO.
SHF
SHF
KCZ
KCZ
SHEET NO. ANILO
RAC HTRON
LANOISSEFO
RPREENIGNE27611
SEAL BEDZ .C
N
IVE
K
PLANS ONLY
UTILITY CONSTRUCTION
U-4906 UC-4
MATCH LINE -L- STA 85+50.00DocuSign Envelope ID: 86AC0722-E9A0-4114-B6B8-B969C0794813
7/1/2021
GR
GR
GR
15" RCP 15" RCP
15" RCP
15" RCP
15" RCP
15" RCP 12’ CONCGR
GR
15" RCP
C
O
N
C
18" RCP
15" RCP
15" RCP 48" WD GR
GR
GR
GR
GR
15" RCP 15" HDPE
15" HDPE
CONC WALKS22’ PAVED ROADWAY
15" RCP
SR1308 - GUM BRANCH RD.
RCP
15"HTRCONC WALKCONC WALK18" RCP SOILRCP
18"
15" RCP
4
8
" WD48" WD S S
S
S
15" RCP
GATE
48" MTL
18" RCP
WILLIE THOMPSON, et al
LIFE ESTATE
LETHA WHITE
DB 4078 PG 465
DB 662 PG 786
NED WHITE, et al
LIFE ESTATE
LETHA WHITE
DB 297 PG 66
MB 48 PG 122
DB 2989 PG 366
RUTH KING ARMETTA SIMONS HEIRSESTATE FILE (MAY 28, 1993)DB 1577 PG 105
MB 38 PG 90
et ux
GERALD THOMPSON,
DB 1687 PG 878
JESSIE THOMPSONJULIA WILLIAMSDB 443 PG 92CATHERINE SMITH, et virDB 1218 PG 970DB 1218 PG 970CATHERINE SMITH, et virMB 40 PG 219
DB 1921 PG 904
ROBERT THOMPSON
MB 41 PG 57
DB 1985 PG 314
REBECCA BRYANTGEORGIA WHITE
DB 487 PG 443
DB 873 PG 691
MB 59 PG 121
ROBERT JUSTICE
LOT 1 LOT 2
DB 306 PG 270
REBECCA BRYANT
DB 2834 PG 670
SUE BOGGS, et al
CANOPY
MTL
W
CONC MON
DB 1359 PG 308
THOMAS RANDOLPH
MB 26 PG 174
DB 970 PG 419
BONNIE FREDRICK
DB 767 PG 688
CITY OF JACKSONVILLE
CULTI
VATED FI
ELDDB
7
6
7 PG
6
8
8CITY OF J
ACKSONVI
LLE#17
WELL
#17
WELL
1SBKD
1SF BUS
1SBLKD
W
BUS
BLK
1S
1SFD
1SFD1S BK D
1S BK D
1S BLK D
CONC
CONC
1S BLK BUS
GR/CONC
bb
Iabb|b
b
I
ab
d|bb aaaaaaaaaREPEATER
DUCT
CABLES &
EXPOSED
EOIEOI
6" ONWASA 6" ONWASA
10" C.O.J.10" C.O.J.10" C.O.J.
d
VALVE
FSS
12" ONWASA 12" ONWASA
DUCT
DUCT DUCT
(AATUR)(AATUR)
(AATUR)
(AATUR)
(AATUR)(AATUR)
12" C
.O
.J
./ARV
FSS MHCHARTER COMM.C.O.J.6"OTHERWISE NOTED.
COMMUNICATIONS UNLESS
NOTE: ALL CATV IS CHARTER
F F
F
C
C
C
F
C
C
C CCF F F F F
F
F F F F
FFFF
FFFFFF
7 9
8 12
14
10 11
1
3
Z13Z
RETAI
NRETAINREMOVE15"15"
15"
REMOVE
REMOVE REMOVE
REMOVE
REMOVE
15"
18"
REMOVE
RETAIN
RETAIN
RETAIN
RETAIN
RETAIN
RETAIN
RETAIN
RETAIN RETAIN
RETAIN100105 110-L- PC Sta. 111+69.70RWMRWMRWM
RWMGVNSRS 2007NAD 83/3:55:06 PM\\wse03.local\WSE\Projects\NC\_CaryOldServer\Engineer\JOBS\0696\026\12100 U-4906\Utilities\Engineering\UC\Proj\u4906_ut_rdy9_UC05_psh.dgn5/26/20213/22/18SEE SHEET UC-4MATCH LINE -L- STA 99+50.00LINE - 71 LF
WATER SERVICE
METER - 3 EACH
RELOCATE WATER
WATER SERVICE LINE - 57 LF
RELOCATE WATER METER - 1 EACH
PIPE - 30 LF
ABANDON 6" UTILITY
6" GATE VALVE - 1 EA
6" WATER LINE - 35 LF
FIELD CONDITIONS.
FITTINGS WILL VARY BASED ON
THE ACTUAL QUANTITY AND TYPE OF
ON THIS PLAN SHEET IS 300 LBS.
DUCTILE IRON WATER PIPE FITTINGS
THE ESTIMATED QUANTITY OF
FIELD CONDITIONS.
FITTINGS WILL VARY BASED ON
THE ACTUAL QUANTITY AND TYPE OF
ON THIS PLAN SHEET IS 0 LBS.
DUCTILE IRON SEWER PIPE FITTINGS
THE ESTIMATED QUANTITY OF
SEE NOTE 1
3. REFER TO WATER METER DETAILS ON SHEET UC-3E.
2. OPEN TRENCH CONSTRUCTION SHALL PROVIDE 3 FEET MINIMUM COVER TO TOP OF PIPE.
1. PROPOSED DOWN AND UNDER RELOCATION OF UTILITY. REFER TO DETAIL ON SHEET UC-3B.
NOTES:
PHONE: [phone]
CONTACT: MICHAEL MOORE
UTILITY: 10" WATER
CITY OF JACKSONVILLE
PHONE: [phone]
CONTACT: DAVID M. MOHR, PE
12" SANITARY FORCE MAIN
UTILITY: 6" WATER
ONWASA
UTILITY OWNERS ON THIS SHEET:
ONWASA
ONWASA
COJ DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
UTILITY CONSTRUCTION
UTILITIES ENGINEERING SEC.
FAX:[phone]
PHONE:[phone]
TRANSPORTATION
DEPARTMENT OF
NORTH CAROLINA
REVISED:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT REFERENCE NO.
SHF
SHF
KCZ
KCZ
SHEET NO. ANILO
RAC HTRON
LANOISSEFO
RPREENIGNE27611
SEAL BEDZ .C
N
IVE
K
PLANS ONLY
UTILITY CONSTRUCTION
U-4906 UC-5
SEE SHEET UC-6MATCH LINE -L- STA 113+50.00DocuSign Envelope ID: 86AC0722-E9A0-4114-B6B8-B969C0794813
7/1/2021
18" RCP/MTL 15" RCP
15
" RC
P
10’ ASPH10’ CONC12’ CONC12’ CONC GR
CONC48"CONC
WALK
15" RCP
GR
8’ GRAVELE
XISTIN
G
R/WE
XISTIN
G
R/WGR
15" HDPE
24" RCP
15" RCP
15
" RCP
15
" RCP
NO
P
IPE
NO
P
IPE
NO
P
IPE
18" RCP
18" RCP
SR1308 - GUM BRANCH RD.
22’ PAVED ROADWAY
HTR
1SFD
1SFD
2SFD
PASTURE
G
DB 970 PG 419
DB 2381 PG 510
FREDERICK SPRUILL
DB 3242 PG 351
RANDY FINDEISEN, et ux
MB 56 PG 42
MERWIN MARSHBURN, et ux
DB 1737 PG 429
MB 56 PG 42
DB 2118 PG 227
JON HACKETT, et ux
DB 1649 PG 406
et ux
HOWARD HERBERT, JR.,
THOMAS SMOLSKI, et ux
DB 786 PG 186
DB 1150 PG 388
FRANKLIN DILL
FIELD
CULTIVATED
DB 1649 PG 406
HOWARD HERBERT, JR., et ux
CONC20’ BONNIE FREDRICK
FIELD
CULTIVATED
bb
|EOI4
I
I HIbb
ab
|abaabab
da12" ONWASA
H
H
PED.TRACE(FO)WIRETRACE(FO)
6" ONWASA
10"
O
N
WAS
A
10
" ONWASA
10" ONWASA
12" C.O.J.
12" C.O.J.
12" ONWASA
12
" ONWASA
(AATUR)
(AATUR)
(AATUR
)
(AATUR)(AATUR
)(AATUR)DUCT(AATUR)
F
O
U
N
D I
N FIEL
D
(F
O)
H
H
N
OT
OTHERWISE NOTED.
COMMUNICATIONS UNLESS
NOTE: ALL CATV IS CHARTER
DB 970 PG 419
BILLBOARDFIELD +/-DRAINTANK +/-
SEPTIC
PLUS
\M
INUS
LOCAT
ION
DRAWN
PER
SKETCH
SHOW
ING
SEPT
IC
TANK
& DRA
IN
F
IELD
PARCEL
14
FREDRICK
BONNIE
50’
50’50’
58’
C
C
C
C
F
C
C C
F
C
C
C
C
C
C
C
C
CC
C
C
C
C
C
C
C
C
C
C
C
C
F
14
16
17
21
14
18Z
19Z
20Z
22Z
R
E
MOVE 15"36" RCP-IV24" RCP-
I
VREMOVE24" RCP-I VREMOVE CAAPA28" x 20"

REMOVE
REMOVE
15
"
REMOVE
REMOVE
15"
REMOVE
15"
REMOVE
RETAIN
REMOVE18" RCP-IV12012515
-Y1- P C S ta. 14 +0 0 .4 4
-L- PT Sta. 118+06.93115-Y1- PT Sta. 16+73.72
-L- PC Sta. 123+30.00
RWM
RWM
RWMRWMRWMRWMRWMN
S
R
S 2007
N
A
D 83/8/17/994:03:24 PM\\wse03.local\WSE\Projects\NC\_CaryOldServer\Engineer\JOBS\0696\026\12100 U-4906\Utilities\Engineering\UC\Proj\u4906_ut_rdy10_UC06_psh.dgn5/26/2021TOP OF PIPE.
PROVIDE 3 FEET MINIMUM COVER TO
OPEN TRENCH CONSTRUCTION SHALL 1.
NOTES:
LINE - 57 LF
WATER SERVICE
METER - 1 EACH
RELOCATE WATER
FIELD CONDITIONS.
FITTINGS WILL VARY BASED ON
THE ACTUAL QUANTITY AND TYPE OF
ON THIS PLAN SHEET IS 6310 LBS.
DUCTILE IRON WATER PIPE FITTINGS
THE ESTIMATED QUANTITY OF
FIELD CONDITIONS.
FITTINGS WILL VARY BASED ON
THE ACTUAL QUANTITY AND TYPE OF
ON THIS PLAN SHEET IS 4300 LBS.
DUCTILE IRON SEWER PIPE FITTINGS
THE ESTIMATED QUANTITY OF
ABANDON 12" UTILITY PIPE - 30 LF
12" WATER LINE - 35 LF
ABANDON 12" UTILITY PIPE - 30 LF
12" FORCE MAIN SEWER - 35 LF
ABANDON 12" UTILITY PIPE - 30 LF
12" WATER LINE - 35 LF
ABANDON 12" UTILITY PIPE - 30 LF
12" FORCE MAIN SEWER - 35 LF
ABANDON 12" UTILITY PIPE - 30 LF
12" FORCE MAIN SEWER - 35 LF
ABANDON 12" UTILITY PIPE - 45 LF
12" FORCE MAIN SEWER - 48 LF
PIPE - 30 LF
ABANDON 12" UTILITY
12" WATER LINE - 35 LF
ABANDON 10" UTILITY PIPE - 30 LF
10" WATER LINE - 35 LF
WATER SERVICE LINE - 150 LF
RELOCATE WATER METER - 2 EACH
WATER SERVICE LINE - 57 LF
RELOCATE WATER METER - 1 EACH
WATER SERVICE LINE - 34 LF
RELOCATE WATER METER - 1 EACH
WATER SERVICE LINE - 34 LF
RELOCATE WATER METER - 1 EACH
ABANDON 12" UTILITY PIPE - 30 LF
12" FORCE MAIN SEWER - 35 LF
ABANDON 10" UTILITY PIPE - 29 LF
10" WATER LINE - 33 LF
SEE NOTE 1
SEE NOTE 1
SEE NOTE 1
SEE NOTE 1
SEE NOTE 1
SEE NOTE 1
SEE NOTE 1 SEE NOTE 1
SEE NOTE 1
SEE NOTE 1 SEE NOTE 1
SEE NOTE 1
SEE NOTE 1
LINE - 63 LF
WATER SERVICE
METER - 1 EACH
RELOCATE WATER
WATER SERVICE LINE - 150 LF
RELOCATE WATER METER - 2 EACH
PIPE - 74 LF
ABANDON 10" UTILITY
10" WATER LINE - 78 LF
3. REFER TO WATER METER DETAILS ON SHEET UC-3E.
2. OPEN TRENCH CONSTRUCTION SHALL PROVIDE 3 FEET MINIMUM COVER TO TOP OF PIPE.
1. PROPOSED DOWN AND UNDER RELOCATION OF UTILITY. REFER TO DETAIL ON SHEET UC-3B.
NOTES:
PIPE - 30 LF
ABANDON 12" UTILITY
12" WATER LINE - 35 LF
PIPE - 37 LF
ABANDON 12" UTILITY
12" WATER LINE - 44 LF
PIPE - 30 LF
ABANDON 6" UTILITY
- 35 LF
6" WATER LINE
ONWASA
ONWASA
ONWASA
ONWASA
ONWASA
ONWASA
ONWASA
ONWASA
ONWASAONWASA
COJ
COJ
COJ
COJ
COJ
ONWASA
PHONE: [phone]
CONTACT: MICHAEL MOORE
UTILITY: 6", 12" WATER
CITY OF JACKSONVILLE
PHONE: [phone]
CONTACT: DAVID M. MOHR, PE
FORCE MAIN
12" SANITARY
UTILITY: 6", 10" WATER
ONWASA
UTILITY OWNERS ON THIS SHEET:
SHALL REPLACE EXISTING MH WITH A PRECAST TRAFFIC BEARING MH.
CONTRACTOR SHALL VERIFY EXISTING MH IS TRAFFIC BEARING. IF NOT, THEN CONTRACTOR
WATER ARV MH COVER TO BE ADJUSTED TO FINAL PAVEMENT GRADE. REFER TO ROADWAY PLANS.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
UTILITY CONSTRUCTION
UTILITIES ENGINEERING SEC.
FAX:[phone]
PHONE:[phone]
TRANSPORTATION
DEPARTMENT OF
NORTH CAROLINA
REVISED:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT REFERENCE NO.
SHF
SHF
KCZ
KCZ
SHEET NO. ANILO
RAC HTRON
LANOISSEFO
RPREENIGNE27611
SEAL BEDZ .C
N
IVE
K
PLANS ONLY
UTILITY CONSTRUCTION
U-4906 UC-6
MATCH LINE -L- STA 127+00.00SEE SHEET UC-5MATCH LINE -L- STA 113+50.00DocuSign Envelope ID: 86AC0722-E9A0-4114-B6B8-B969C0794813
7/1/2021
12" RCP15" RCP16’ SOI
L16’ SOI
LW
15" RCP
15" RCP
15" R
CP
18" RCP
18" RCP
DI
10’ GR
10’ GR
13’ SOIL
15"
H
DP
E
24" RCPPLANTER BOXWD/S
30" RCP
18" RCP
WD/SPLANTER 15’ SOIL/GR48" RCP
15" RCP
48" CMP48" RCPPADCONCPARKINGBST
PARKINGGR
JB
DI
DI
B
S
T
PARKINGGR
10’
C
ONC10’ GR18" RCP
18" RCP
WD/SSR1938
- QUAKER BRI
DGE RD.22’ PAVED ROADW
AY12" RCPCULTIVATED FIELD
(THIS END)15" RCP
(THIS END)18" RCP
NO PIPE
15" RCP
S
DB 4069 PG 766
WILLIAM HANCOCK, et ux
MB 12 PG 22
DB 3653 PG 625
MB 57 PG 103
KATHRYN M. FAIRCLOTH
ASHLEY K. &
MB 57 PG 103
FRANKLIN MARSHBURN
EDNA P. &
DB ?? PG ??
DB 1450 PG 289
BETTY CULLIPHER, et al
B
S
T
S
EXISTING R/WEXISTING R/WEXI
STI
NG R/WEXI
STI
NG R/
W
22’ PA V ED R O A D WA Y
SR 1308 - G U M B R A N C H R D .
THOMPSON
MARGARET M.
DB 465 PG 686
MB 48 PG 32
DB 3831 PG 350
& EDNA MARSHBURN
GEORGE FRANKLIN
ZELMA RAHAL, et al
DB 1140 PG 923
PATSY ANN SYDES
DAVID M. &
DB 1232 PG 57
DB 1083 PG 845
DB 1140 PG 923
ZELMA RAHAL, et al
10’ BSTJACOB ERIN MARSHBURN
GARY DALE JR &
DB 3135 PG 543
B
G
HTR
1SFD
1SFD
HTR
BUS
1S BLK
CZOSNYKA
KATHERINE &
RONALD J.BUS
1S BLK
CEMETERY
1 SFD
PASTURE
FIELDCULTIVATED
GR ab|baa|ab|ARVFSSb
a
IIH
ab
pIaIb daadHHb
b
addARVFSS
10" ONWASA
14" ONWASA
8" ONWASA12" C.O.J.
12" C.O.J.10" C.O.J.10" C.O.J.10" ONWASAEOIEOIEOIEOI EOIEOI
(AATUR)DUCT C.O.J.DUCT C.O.J. (AATUR)
DUCT C.O.J. (AATUR)
(AATUR)
(AATUR)TWCTWC (DUCT)(AATUR)(AATUR)EOI(AATFI)
(AATFI)(AATFI)(AATFI)
(AATUR)
(AATUR)DUC T DUCTDUCT
14" ONWASA
EOI
12" ONWASA
12" ONWASA
OTHERWISE NOTED.
COMM UNICATIONS UNLESS
NOTE: ALL CATV IS CHARTER
VALVEFSS
VALVEFSS
ARVFSS
ONWASA 12" HDPE FSS LINE
APPROXIMATE LOCATION OF
REPEATER
18" RCPCF
F CC
F
C
C
C
F
F
C
C
C
CCCC
C
C
F
C
C
F
C
F
F
F FFF CFCFCC
24
25
26
27
28 29
30
31
32
32
93
ORETAIN
REMOVE
REMOVE
REMOVE
RETAIN
15"
15"RETAI
NHW
HWREMOVE15"RETAI
NRETAI
NREMOVE
R
E
T
AI
NRE
MO
VE
REMOVE
RETAINRETAINRETAINR
ETAI
NRETAIN
RETAINRETAIN18"
18"
DI
REMOVE
15"
30" RCP-IV
30" RCP-IV SLAB LIDJB W/
SLAB LID
JB W/
JB W/ SLAB LID
FILL
PLUG &
REMOVE
4
8
" RCP-I
V18" RCP-IV
RCP-IV
48"
15"REMOVE
10+00 20+0020+00155160-
L- P
C Sta. 152+93.83
-
L-
P
T
Sta. 15
8
+
14.2
010
15
PC Sta. 15+04.63
PRC Sta. 16+79.5920PT Sta. 13+78.25
-Y2_REV- POT Sta. 10+00.00
-Y2_REV- PT Sta. 21+42.67-Y2_REV--Y2_REV-
PC Sta. 12+42.84
-Y2_REV-
-Y2_REV-
-Y2_REV- 19+43.45
RWM
RWM
RWMRWMRWMRFH
GV GVR
WMR
WMRWMPWM
NSRS 2007NAD 83/8/17/994:10:24 PM\\wse03.local\WSE\Projects\NC\_CaryOldServer\Engineer\JOBS\0696\026\12100 U-4906\Utilities\Engineering\UC\Proj\U4906_ut_rdy13_UC07_psh.dgn5/26/2021FORCE MAIN 2 - FSS2
FIELD CONDITIONS.
FITTINGS WILL VARY BASED ON
THE ACTUAL QUANTITY AND TYPE OF
ON THIS PLAN SHEET IS 785 LBS.
DUCTILE IRON WATER PIPE FITTINGS
THE ESTIMATED QUANTITY OF
FIELD CONDITIONS.
FITTINGS WILL VARY BASED ON
THE ACTUAL QUANTITY AND TYPE OF
ON THIS PLAN SHEET IS 1630 LBS.
DUCTILE IRON SEWER PIPE FITTINGS
THE ESTIMATED QUANTITY OF
18" ENCASEMENT PIPE - 50 LF
ABANDON 10" UTILITY PIPE - 117 LF
10" WATER LINE - 150 LF
WATER SERVICE LINE - 32 LF
RELOCATE WATER METER - 1 EACH
WATER SERVICE LINE - 32 LF
RELOCATE WATER METER - 1 EACH
WATER SERVICE LINE - 63 LF
RELOCATE WATER METER - 1 EACH
WATER SERVICE LINE - 28 LF
RELOCATE WATER METER - 1 EACH
HYDRANT LEG - 18 LF
RELOCATE FIRE HYDRANT - 1 EACH
WATER SERVICE LINE - 22 LF
RELOCATE WATER METER - 1 EACH
WATER SERVICE LINE - 29 LF
RELOCATE WATER METER - 1 EACH
WATER SERVICE LINE - 80 LF
REMOVE WATER METER - 1 EACH
3/4" WATER METER - 1 EACH
WATER SERVICE LINE - 17 LF
REMOVE WATER METER - 1 EACH
" WATER METER - 1 EACH
SEE NOTE 3
ABANDON 12" UTILITY PIPE - 344 LF
12" VALVE - 1 EA
12" FORCE MAIN SEWER - 355 LF
PIPE - 76 LF
20" ENCASEMENT
ABANDON 10" UTILITY PIPE - 94 LF
BORE AND JACK OF 18" - 58 LF
18" ENCASEMENT PIPE - 58 LF
10" VALVE - 1 EACH
10" FORCE MAIN SEWER - 89 LF
ONWASA
ONWASA
ONWASA
ONWASA ONWASA
ONWASA
ONWASA
ONWASA
ONWASA
ONWASA
ONWASA
PHONE: [phone]
CONTACT: MICHAEL MOORE
UTILITY: 10", 12" WATER
CITY OF JACKSONVILLE
PHONE: [phone]
CONTACT: DAVID M. MOHR, PE
10", 12" SANITARY FORCE MAIN
UTILITY: 8", 10", 14" WATER
ONWASA
UTILITY OWNERS ON THIS SHEET:
SEE NOTE 4
FORCE MAIN 1 - FSS1
REFER TO SHEET UC-16 FOR FSS2 PROFILE
REFER TO SHEET UC-16 FOR FSS1 PROFILE
OR ON WEEKENDS TO AVOID DISRUPTION OF SCHOOL OPERATIONS.
SHALL COORDINATE WITH SCHOOL AND PERFORM TIE-INS WHEN SCHOOL IS NOT IN SESSION
4. THIS FORCE MAIN SERVES THE ELEMENTARY SCHOOL ON STATESIDE BLVD. CONTRACTOR
3. REFER TO SHEETS UC-3C & UC-3H FOR BORE AND JACK DETAILS.
2. REFER TO SHEET UC-3B FOR WATER METER DETAILS.
1. OPEN TRENCH CONSTRUCTION SHALL PROVIDE 3 FEET MINIMUM COVER TO TOP OF PIPE.
NOTES:
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
UTILITY CONSTRUCTION
UTILITIES ENGINEERING SEC.
FAX:[phone]
PHONE:[phone]
TRANSPORTATION
DEPARTMENT OF
NORTH CAROLINA
REVISED:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT REFERENCE NO.
SHF
SHF
KCZ
KCZ
SHEET NO. ANILO
RAC HTRON
LANOISSEFO
RPREENIGNE27611
SEAL BEDZ .C
N
IVE
K
PLANS ONLY
UTILITY CONSTRUCTION
U-4906
WATER SERVICE LINE - 63 LF
RELOCATE WATER METER - 1 EACH
UC-7
S
E
E
S
HE
E
T UC-
8MATCH
LI
NE -
L-
S
T
A
1
6
5
+
0
0.0
0
MAT
C
H
LI
NE -L- ST
A 152+00.00
DocuSign Envelope ID: 86AC0722-E9A0-4114-B6B8-B969C0794813
7/1/2021
10’ S/GR13’ SOIL11’ SOIL11’ SOIL/GR11’ GR15" RCP
15" RCP 15" RCP
15" RCP 15" RCP 15" RCP 15" RCP
11’ BST GR
8’ GR15" RCP10’ SOILSOIL/GRPARKING
SOIL/GR
18" RCP
DI18" RCP
WD/RAMP
CONC WALK
S
OIL
BARNABANDONED
22’ PAVED ROADWAYSR1382 - EMMA THOMPSON RD.20’ PAVED ROADWAYSR1308 - GUM BRANCH RD.
1SFD
SEXISTING R/WEXISTING R/WCULTIVATED FIELD
CULTIVATED FIELD
NO PIPE
15" TERRA COTTA
NO PIPE
PIPE
NO NO PIPE
PIPENO
2SFD18’ SOIL/GR/CONCDB 374 PG 352
HTR
1SBKD 1SBKD
1SFD
CONCMINISTRIES
WALL
WAILING
2SF
KAVI MORTON, et al
GOLDIE B. THOMAS
DB 485 PG 866
THOMAS,et al
KATHRYN A.
DB 2836 PG 155
MELANIE H. WHITE
CURTIS W. &
DB 1216 PG 11
ZELMA RAHAL, et al
DB 1140 PG 923
DB 643 PG 32
JESSE L. JAMES et al
DB 909 PG 62
BARBARA JAMES
MARTIN MEZA, et ux
DB 2176 PG 125
DB 963 PG 162
GUTHRIE BROWN, et al
DB 606 PG 459
THERESA STEADMAN
MORTON & MORTON PROPERTIES LLC
DB 4192 PG 897
DB 4060 PG 278
DONNA GREGORY
MB 42 PG 73
MB 42 PG 73
DB 3091 PG 565
et ux
AARON HELSTROM,
MORTON FARMS INC
DB 1796 PG 792
MB 42 PG 73
DB 3205 PG 253
RUSSELL BECKER, et ux
MB 42 PG 73
OF JACKSONVILLE
LIVING HOPE COMMUNITY CHURCH
DB 3802 PG 651
MB 42 PG 73
MORTON, et ux
HAROLD
DB 2481 PG 42
MB 57 PG 103
FRANKLIN MARSHBURN
EDNA P. &
DB ?? PG ??aadb
b
aaba aaaab
bb EOIEOIEOI(AATUR)
(AATUR)
(AATUR)(AATUR)(AATUR)
(AATUR)
(AATUR)
(AATUR)
(AATUR)
12" ONWASA 12" ONWASA
12" ONWASA
12" C.O.J.
12" C.O.J.12" C.O.J.10" C.O.J.
10" C.O.J.
14" ONWASA
14" ONWASA14" ONWASA
DUCT C.O.J. (AATUR)2" ONWASAEOI
EOI10" C.O.J.BURIED BSTBURIED BSTBF10044.356 CPPHVAC
TANK
PROPANE
SHED
WD
LID
CONC
INV=44.35’
6" CPP
AREA
SEPTIC TANK
C
C
F
FC
F
F
F
F
F
F
32
29
99
100
RETAIN RETAIN RETAIN
RETAIN RETAIN RETAIN RETAIN RETAIN
RETAI
NMATERIAL
FLOWABLE
FILL W/
MATERIAL
FLOWABLE
FILL W/ 18" RCP-IV24"24"JB w/ MH
24"DI
TO STR. 1406
GRADE TO DRAIN 15"REPLACE DI
REMOVE AND165170 175-L PC Sta. 171+42.00-L- PT Sta. 175+10.78N
SR
S 2007N
A
D
83/8/17/994:12:36 PM\\wse03.local\WSE\Projects\NC\_CaryOldServer\Engineer\JOBS\0696\026\12100 U-4906\Utilities\Engineering\UC\Proj\U4906_ut_rdy14_UC08_psh.dgn5/26/2021FIELD CONDITIONS.
FITTINGS WILL VARY BASED ON
THE ACTUAL QUANTITY AND TYPE OF
ON THIS PLAN SHEET IS 1720 LBS.
DUCTILE IRON SEWER PIPE FITTINGS
THE ESTIMATED QUANTITY OF
TOP OF PIPE.
PROVIDE 3 FEET MINIMUM COVER TO
OPEN TRENCH CONSTRUCTION SHALL 1.
NOTES:
ABANDON 14" UTILITY LINE - 32 LF
14" WATER LINE - 37 LF
ABANDON 12" UTILITY PIPE - 27 LF
12" WATER LINE - 30 LF
ABANDON 10" UTILITY PIPE - 27 LF
10" FORCE MAIN SEWER - 30 LF
ABANDON 10" UTILITY PIPE - 27 LF
10" FORCE MAIN SEWER - 30 LF
FIELD CONDITIONS.
FITTINGS WILL VARY BASED ON
THE ACTUAL QUANTITY AND TYPE OF
ON THIS PLAN SHEET IS 2840 LBS.
DUCTILE IRON WATER PIPE FITTINGS
THE ESTIMATED QUANTITY OF
WATER SERVICE LINE - 3 LF
RECONNECT WATER METER - 1 EA
SEE NOTE 1
SEE NOTE 1
HORIZONTAL RELOCATION
COJ
COJ
ONWASA
ONWASA
910-938-5332PHONE:
MICHAEL MOORECONTACT:
10", 12" WATERUTILITY:
CITY OF JACKSONVILLE
910-937-7521PHONE:
DAVID M. MOHR, PECONTACT:
10" SANITARY FORCE MAIN
14" WATERUTILITY:
ONWASA
UTILITY OWNERS ON THIS SHEET:
SEE NOTES 1 AND 4
SEE NOTES 1 AND 4
4. SANITARY FORCE MAIN IS ACTUALLY 10" IN THIS LOCATION, ACCORDING TO ONWASA.
3. REFER TO WATER METER DETAILS ON SHEET UC-3E.
2. OPEN TRENCH CONSTRUCTION SHALL PROVIDE 3 FEET MINIMUM COVER TO TOP OF PIPE.
1. PROPOSED DOWN AND UNDER RELOCATION OF UTILITY. REFER TO DETAIL ON SHEET UC-3B.
NOTES:
ONWASA
PIPE - 27 LF
ABANDON 10" UTILITY
10" WATER LINE - 30 LF
LINE - 57 LF
WATER SERVICE
METER - 1 EA
RECONNECT WATER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
UTILITY CONSTRUCTION
UTILITIES ENGINEERING SEC.
FAX:[phone]
PHONE:[phone]
TRANSPORTATION
DEPARTMENT OF
NORTH CAROLINA
REVISED:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT REFERENCE NO.
SHF
SHF
KCZ
KCZ
SHEET NO. ANILO
RAC HTRON
LANOISSEFO
RPREENIGNE27611
SEAL BEDZ .C
N
IVE
K
PLANS ONLY
UTILITY CONSTRUCTION
U-4906 UC-8
MATCH LINE -L- STA 179+00.00SEE SHEET UC-7MATCH LINE -L- STA 165+00.00DocuSign Envelope ID: 86AC0722-E9A0-4114-B6B8-B969C0794813
7/1/2021
S
8’ GR15" RCP
15" RCP
BSTBSTWD/S
11’ BST15" RCP DI
DI
DI
15" RCP
15" RCP
CONC
GR13’ CONC15" RCP
15" RCP
DI 15’ SOIL15" RCP
15" RCP GR
15" RCP
18" RCP
GR PARKING
15" RCP
18" RCP
GR
15" RCP
DI DI
15" RCP
15" CMP DI
15" RCP
18" RCP
48" CMP
18" RCP
W
/FES
WD/S
15" RCP
S
15" RCP
PLANTER
DI DI
SR1390 - COUNTRY CLUB BLVD.EXISTING R/WEXISTING R/WDI
WD/S
S
S
DB 1346 PG 932
1SBKD
1SBKD
1SFD
HTR
1SFD
S
S
S
S
SR1308 - GUM BRANCH RD.
22’ PAVED ROADWAY
JAMES SMITH
DB 581 PG 842 GABRIEL RODRIGUEZ
DB 4172 PG 316
JAMES McALLISTER, et ux
DB 1056 PG 403
DB 494 PG 677
THERESA McALLISTER
DB 3220 PG 914
DB 4192 PG 897
MORTON & MORTON PROPERTIES LLC
DB 3857 PG 856
ROBERT ALBERYSHARON MURRAY
DB 2746 PG 1
KEVIN ROYSTER
DB 1846 PG 68
MORTON & MORTON PROPERTIES LLC
DB 4192 PG 897
1SFD
BUILDINGRESIDENTIALBUILDINGRESIDENTIAL42" CMP15" RCP
SHEDSHEDCOUNTRY CLUB BLVDCONCCONCCONCINV=29.41’INV=29.39’EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/WDB 1191 PG 904
JOHNNIE CARSON
DB 3481 PG 687
MITCHBURG INVESTMENT, LLC
DB 3270 PG 190
CLINTON & SYLVIA RUNYON WELLBUILDING
RESIDENTIAL
20’ PAVED ROADWAY
ROCK CREEK DRIVE SOUTH
|
}b|b
(CL)
(CHARTER)
(CHARTER)
(CL)
(CL)(CL)(JOEMC)
(JOEMC)
(JOEMC)
(JOEMC)(JOEMC)4" PLAS. (COJ)
4" PLAS. (COJ)
b aabab
HHVAULTS
WATER
dobaa apb
HI|
}aIIIIIHHHH20" STL. CASING
20" STL. CASING EOIEOI(3) 1 1/2" UNK.FUNCTION CABLESJOEMC
JOEMC
(AATUR)
(AATUR)
14" ONWASA
14" ONWASA
16" C.O.J.
10" C.O.J.
10" ONWASA
10" ONWASA
6"6"6"8" C.O.J.DUCT C.O.J. (AATUR)
(AATUR)
14" ONWASA
16" C.O.J.
10" C.O.J.
12" ONWASA 10" ONWASA
EOI
(AATUR)
DUCT C.O.J. (AATUR)EOI48" RCP
F
C C
F
F F
F F
F
F
F
F
F
F
F
33
36Z
96
97
98
34Z
35Z
REMOVE
15"
RETAIN
RETAIN
RETAIN
RETAIN
RETAIN
RETAIN
RETAIN
REMOVERETAINRETAIN
RETAIN
RETAINRETAINRETAIN
HW
RETAIN
RETAIN
RETAIN
RETAIN
RETAIN
RETAIN
RETAIN
RETAIN
RETAIN RETAIN
RETAIN
RETAIN
RETAIN
MH
JB W/
MH
JB W/
RETAIN
RCP-IV
W/ 18"
EXTEND
COLLAR & 87" x 63" CAAP87" x 63" CAAPHW
30+00
50+00
60+00
30+00195 200-L- PC Sta. 194+35.77-L- PT Sta. 199+94.60-Y5- PT Sta. 14+51.73
-Y5- PC Sta. 13+67.02
-Y5- PT Sta. 12+65.42-Y5- PC Sta. 11+81.06
-Y5- STA 12+50.00
END CONSTRUCTION
GV
GVAR
GV
GVLS/BP
LS/BP
GV
GVLS/BP
LS/BP
GV
GVLS/BP
LS/BP NS
RS 2007NAD 83/8/17/993:21:42 PM\\wse03.local\WSE\Projects\NC\_CaryOldServer\Engineer\JOBS\0696\026\12100 U-4906\Utilities\Engineering\UC\Proj\U4906_ut_rdy16_UC09_psh.dgn6/14/2021TOP OF PIPE.
PROVIDE 3 FEET MINIMUM COVER TO
OPEN TRENCH CONSTRUCTION SHALL 1.
NOTES:
10" VALVE - 1 EA
10" FORCE MAIN SEWER - 41 LF
4. REMOVE EXISTING BEND FITTING AND TIE-IN WL RELOCATION.
3. ENCASEMENT PIPE IS FOR FUTURE IRRIGATION SERVICE FOR GRASSED MEDIAN.
2. VALVE SHALL BE INSTALLED A MINIMUM OF 3 FEET OUTSIDE OF THE CURB AND GUTTER.
1. PROPOSED DOWN AND UNDER RELOCATION OF WATER LINE. REFER TO DETAIL ON SHEET UC-3C.
NOTES:
REINSTALL THE FITTING TO CONSTRUCT THE WATER LINE EXTENSION.
5. CONTRACTOR SHALL REMOVE THE EXISTING TEE, ROTATE IT 90 DEGREES, AND
4. EXISTING SEWER SERVICE LINE TO REMAIN.
3. RECONNECT EXISTING SEWER SERVICE LINE TO RELOCATED FORCE MAIN.
2. ENCASEMENT PIPE IS FOR FUTURE IRRIGATION SERVICE FOR GRASSED MEDIAN.
1. VALVE SHALL BE INSTALLED A MINIMUM OF 3 FEET OUTSIDE OF THE CURB AND GUTTER.
NOTES:
FIELD CONDITIONS.
FITTINGS WILL VARY BASED ON
THE ACTUAL QUANTITY AND TYPE OF
ON THIS PLAN SHEET IS 150 LBS.
DUCTILE IRON SEWER PIPE FITTINGS
THE ESTIMATED QUANTITY OF
FIELD CONDITIONS.
FITTINGS WILL VARY BASED ON
THE ACTUAL QUANTITY AND TYPE OF
ON THIS PLAN SHEET IS 1820 LBS.
DUCTILE IRON WATER PIPE FITTINGS
THE ESTIMATED QUANTITY OF
FORCE MAIN 3 - FSS3
WATER LINE 3 - W3
FORCE MAIN 3 - FSS3
FORCE MAIN 3 - FSS3
10" FORCE MAIN SEWER - 38 LF
FIELD CONDITIONS.
FITTINGS WILL VARY BASED ON
THE ACTUAL QUANTITY AND TYPE OF
ON THIS PLAN SHEET IS 1160 LBS.
DUCTILE IRON WATER PIPE FITTINGS
THE ESTIMATED QUANTITY OF
FIELD CONDITIONS.
FITTINGS WILL VARY BASED ON
THE ACTUAL QUANTITY AND TYPE OF
ON THIS PLAN SHEET IS 1440 LBS.
DUCTILE IRON SEWER PIPE FITTINGS
THE ESTIMATED QUANTITY OF
REFER TO SHEET UC-16 FOR FSS2 PROFILE
REFER TO SHEET UC-16 FOR FSS1 PROFILE
5. REFER TO SHEET UC-3B FOR HORIZONTAL DIRECTIONAL DRILL DETAILS.
4. REFER TO SHEET UC-3B FOR BORE AND JACK DETAILS.
3. VALVE SHALL BE INSTALLED A MINIMUM OF 3 FEET OUTSIDE OF THE CURB AND GUTTER.
2. OPEN TRENCH CONSTRUCTION SHALL PROVIDE 3 FEET MINIMUM COVER TO TOP OF PIPE.
1. PROPOSED DOWN AND UNDER RELOCATION OF UTILITY. REFER TO DETAIL ON SHEET UC-3E.
NOTES:
12" FORCE MAIN SEWER - 209 LF
12" UTILITY PIPE - 209 LF
DIRECTIONAL DRILLING OF
PIPE - 285 LF
ABANDON 10" UTILITY
10" VALVE - 1 EA
REFER TO SHEET UC-16 FOR FSS3 PROFILE.
REFER TO SHEET UC-14 FOR W6 PROFILE.
REFER TO SHEET UC-15 FOR W5 PROFILE.
REFER TO SHEET UC-14 FOR W3 PROFILE.
PHONE: [phone]
CONTACT: MICHAEL MOORE
UTILITY: 6", 8", 10", 16" WATER
CITY OF JACKSONVILLE
PHONE: [phone]
CONTACT: DAVID M. MOHR, PE
SANITARY FORCE MAIN
10", 12"
UTILITY: 14" WATER
ONWASA
UTILITY OWNERS ON THIS SHEET:
COJ
2" AIR RELEASE VALVE - 1 EA
SEE NOTES 3, 5 AND 6
SEE NOTES 3 AND 6
WATER LINE 5 - W5 ONWASA
SEE NOTES 3 AND 6
WATER LINE 6 - W6 COJ
WATER SERVICE LINE - 50 LF
RECONNECT WATER METER - 1 EA
SEE NOTES 4, 6 AND 7
14" VALVE - 2 EA
14" WATER LINE - 230 LF
14" UTILITY PIPE - 230 LF
DIRECTIONAL DRILLING OF
10" VALVE - 2 EA
10" WATER LINE - 209 LF
10" UTILITY PIPE - 209 LF
DIRECTIONAL DRILLING OF
ABANDON 10" UTILITY PIPE - 209 LF
INSTALLED AS A 12" HDPE BY HDD. THEREFORE, THE 20" STEEL CASINGS DO NOT EXIST.
7. ACCORDING TO ONWASA, THE SANITARY FORCE MAIN ACROSS COUNTRY CLUB BLVD WAS
ROADS AND STRUCTURES" DATED JANUARY 2018.
AS REQUIRED BY SUBARTICLE 1550-3(B) OF THE "NCDOT STANDARD SPECIFICATIONS FOR
CERTIFIED BY A PROFESSIONAL ENGINEER LICENSED BY THE STATE OF NORTH CAROLINA,
THE CONTRACTOR SHALL PROVIDE A DESIGN FOR THE TRENCHLESS INSTALLATION THAT IS
PRIOR TO COMMENCING ANY WORK ON ANY TRENCHLESS INSTALLATION ON THIS PROJECT, 6.
THE CITY OF JACKSONVILLE.
THE SIZE OF THE WATER LINE ON ROCK CREEK DRIVE HAS BEEN CONFIRMED AS 6-INCH BY 5.
REFER TO SHEET UC-3C FOR FORCE MAIN HORIZONTAL DIRECTIONAL DRILL DETAILS.4.
REFER TO SHEET UC-3B FOR WATER HORIZONTAL DIRECTIONAL DRILL DETAILS.3.
VALVE SHALL BE INSTALLED A MINIMUM OF 3 FEET OUTSIDE OF THE CURB AND GUTTER.2.
OPEN TRENCH CONSTRUCTION SHALL PROVIDE 3 FEET MINIMUM COVER TO TOP OF PIPE.1.
NOTES:
WATER SERVICE LINE - 25 LF
RECONNECT WATER METER - 1 EA
BYPASS - 1 EA
10" LINE STOP WITH
Y5 STA. 11+81.0, RT. 11.5
W3 STA. 31+06.1, EL. 21.34
PC - BEGIN HOR. CURVE, R=1500’
Y5 STA. 12+66.0, RT. 11.5
W3 STA. 31+90.5, EL. 29.17
PT - END HOR. CURVE, R=1500’
CONTRACTOR
DETERMINED BY
BORE PIT, SIZE
CONTRACTOR
DETERMINED BY
BORE PIT, SIZE
CONTRACTOR
DETERMINED BY
BORE PIT, SIZE
CONTRACTOR
DETERMINED BY
BORE PIT, SIZE
CONTRACTOR
DETERMINED BY
BORE PIT, SIZE
CONTRACTOR
DETERMINED BY
BORE PIT, SIZE
BYPASS - 1 EA
14" LINE STOP WITH
PIPE - 230 LF
ABANDON 14" UTILITY
BORE PIT, SIZE DETERMINED BY CONTRACTOR
LINE - 60 LF
WATER SERVICE
METER - 1 EA
RECONNECT WATER
WITH BYPASS - 1 EA
6" LINE STOP
COJ
6" VALVE - 2 EA
6" WATER LINE - 205 LF
DIRECTIONAL DRILLING OF 6" UTILITY PIPE - 205 LF
ABANDON 6" UTILITY PIPE - 205 LF
COJ
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
UTILITY CONSTRUCTION
UTILITIES ENGINEERING SEC.
FAX:[phone]
PHONE:[phone]
TRANSPORTATION
DEPARTMENT OF
NORTH CAROLINA
REVISED:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT REFERENCE NO.
SHF
SHF
KCZ
KCZ
SHEET NO. ANILO
RAC HTRON
LANOISSEFO
RPREENIGNE27611
SEAL BEDZ .C
N
IVE
K
PLANS ONLY
UTILITY CONSTRUCTION
U-4906
BORE PIT, SIZE DETERMINED BY CONTRACTOR
UC-9
MATCH LINE -L- STA 207+00.00MATCH LINE -L- STA 193+00.00DocuSign Envelope ID: 86AC0722-E9A0-4114-B6B8-B969C0794813
7/1/2021
GR/SOIL1
8" HDPE15" CMP
DI
DI
15" CMP 15" RCP15" CMP10’ SOIL15" CMP
DI
DI
PIPE
NO
37.5’ PAVED ROADWAY
SR1308 - GUM BRANCH RD.
EXISTING R/W
EXISTING R/WSR1388 - TIMOTHY RD. 20’ PAVED ROADWAYEXISTING R/WEXISTING R/WSIGNPLANTER
PLANTER PAVED ROADWAYRIVER WINDING RD. (PRIVATE)CARL MARSHBURN, et ux
DB 4087 PG 407
CARL MARSHBURN
DB 764 PG 70
DARRELL FIELDS, et ux
DB 450 PG 376
MB 8 PG 33
DARRELL FIELDS, et ux
DB 477 PG 76
MB 8 PG 33
BENNY PHILLIPS, et ux
DB 387 PG 76
DB 776 PG 179
MORTON INVESTMENTS LLC
DB 3289 PG 411
MB 32 PG 58
S
MB 8 PG 33
CULTIVATED FIELD
WELL #9
ONSLOW COUNTY
1SBKD
1SBKD
IaIHIab
aI
bb
PIPING FOUND
NO ASSOCIATED
WM
16" C
.O
.J
.8" C.O.J.4" ONWASA14" ONWASA
8" ONWASA8" ONWASAEOI
(AATUR)J.O. EMCP
C
F
F
F
F
F
50
52
51
RETAIN
RETAIN RETAINRETAIN
RETAIN
RETAIN
RETAIN
-L- POT STA 280+00.00
BEGIN RESURFACING
-L- POT STA 280+00.00
END CONSTRUCTION280
-L- PT Sta. 279+90.84285RWMN
SR
S 2007N
A
D
83/8/17/994:16:09 PM\\wse03.local\WSE\Projects\NC\_CaryOldServer\Engineer\JOBS\0696\026\12100 U-4906\Utilities\Engineering\UC\Proj\U4906_ut_rdy22_UC10_psh.dgn5/26/2021TOP OF PIPE.
PROVIDE 3 FEET MINIMUM COVER TO
OPEN TRENCH CONSTRUCTION SHALL 1.
NOTES:
WATER SERVICE LINE - 54 LF
RELOCATE WATER METER - 1 EACH
REFER TO SHEET UC-15 FOR FSS3 PROFILE.
REFER TO SHEET UC-14 FOR W6 PROFILE.
REFER TO SHEET UC-14 FOR W5 PROFILE.
REFER TO SHEET UC-13 FOR W3 PROFILE.
2. REFER TO WATER METER DETAILS ON SHEET UC-3B.
1. OPEN TRENCH CONSTRUCTION SHALL PROVIDE 3 FEET MINIMUM COVER TO TOP OF PIPE.
NOTES:
PHONE: [phone]
CONTACT: MICHAEL MOORE
UTILITY: 16" WATER
CITY OF JACKSONVILLE
PHONE: [phone]
CONTACT: DAVID M. MOHR, PE
UTILITY: 8", 14" WATER
ONWASA
UTILITY OWNERS ON THIS SHEET:
ONWASA
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
UTILITY CONSTRUCTION
UTILITIES ENGINEERING SEC.
FAX:[phone]
PHONE:[phone]
TRANSPORTATION
DEPARTMENT OF
NORTH CAROLINA
REVISED:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT REFERENCE NO.
SHF
SHF
KCZ
KCZ
SHEET NO. ANILO
RAC HTRON
LANOISSEFO
RPREENIGNE27611
SEAL BEDZ .C
N
IVE
K
PLANS ONLY
UTILITY CONSTRUCTION
U-4906 UC-10
MATCH LINE -L- STA 277+00.00DocuSign Envelope ID: 86AC0722-E9A0-4114-B6B8-B969C0794813
7/1/2021
12’ GR18" RCPBST18" RCP9’ GR18" RCP9’ CONCBRICK PLANTER BOX
9’ CONC24" RCPDI
DI 24" RCP
24" RCP 9’ CONCDI
S
24’ GRS
1
5
" RCPDI9’ GR24" RCP
24" RCP
DI
10’ GR9’ GRPLANTER BOX
DI
24" RCP
137"x87" CMAP137"x87" CMAP137"x87" CMAPCONC BAG HEADWALL
DI
DI
DI
15" RCP
15" RCP
15" RCP
15" RCP17’ C O N C
PB 21 PG 190
et ux
ROGER HARDEN, JR.,
DB 654 PG 645
SIGHT TRIANGLE
10’ X 70’
SIGHT TRIANGLE10’ X 70’
EXISTING R/W
EXISTING R/W EXISTING R/WEXISTING R/WSR1308 - GUM BRANCH RD.
37.5’ PAVED ROADWAY
PB 42 PG 26
DB 1487 PG 677
RANDY THOMPSON, et al
PB 51 PG 59
DB 2717 PG 277
LOUISE DUNN, et vir
PB 51 PG 59
DB 3205 PG 894
BRANDON SISSON
DB 809 PG 582
DONALD CUSTY, JR.
PB 44 PG 179
DB 3467 PG 388
JERMEY JORGE, et ux
PB 21 PG 190
DB 4356 PG 568
VETERANS AFFAIRS
SECRETARY OF
PB 21 PG 190
DB 4143 PG 252
AMBER WOLNIK
PB 21 PG 190
DB 4233 PG 848
RICHARD WRATCHFORD
PB 21 PG 190
DB 664 PG 889
CHARLES BUCKLER
15" RCPS
R 2031 - ME
N
D
O
V
E
R
D
RI
V
E
20’ P
A
V
E
D
R
O
A
D
WA
Y
EXISTING R/W
EXISTING R/WEXISTING R/W RCP
24"
DB 1203 PG 200
et vir
ANNETTE METTS,
DB 522 PG 3
JIMMY METTS, et ux
S
S
EVELYN SIMS
DB 3294 PG 816
PB 52 PG 132 |PI|p Pb
aab
}
ba }a
bQ
a
Ib
Ib
}PI}Pb
IaPEORIEOIEOIEOI
EOI
FIELD +/-
DRAIN
PLUS\MINUS LOCATION
DRAWN PER SKETCH SHOWING
SEPTIC TANK & DRAIN FIELD
PARCEL 60
TANK +/-
SEPTIC
TANK +/-
SEPTIC
FIELD +/-
DRAIN
PLUS\MINUS LOCATION
DRAWN PER SKETCH SHOWING
SEPTIC TANK & DRAIN FIELD
PARCEL 62PLUS\MINUS LOCATION
DRAWN PER SKETCH SHOWING
SEPTIC TANK & DRAIN FIELD
PARCEL 61
TANK +/-
SEPTIC
FIELD +/-
DRAIN
BZ
BZ
BZBZ
BZBZ
B
ZShoreline AEC
30’ Public Trust
Shoreline AEC
30’ Public Trust
100’
B
Z BZ
C
F
C
C
C
C
F
C
C
C
C
C
54
55 56
59
53
58
60
61 62 63
94
REMOVE
REMOVE
REMOVE
REMOVE
REMOVE
REMOVEREMOVE
REMOVE
REMOVE
REMOVE
REMOVEREMOVE
REMOVE
REMOVEREMOVE
REMOVE
REMOVE
REMOVE
RETAIN
R
E
T
AI
NR
E
T
AI
NR
E
T
AI
N 30"
REMOVE REMOVE
REMOVEREMOVE
30" RCP-IV
30" RCP-IV
30" RCP-IV
30" RCP-IV
30" RCP-IV
30" RCP-IV
30" RCP-IV 15" RCP-IV15" RCP-IV
15" RCP-IV
15" RCP-IV
18" RCP-IV RCP-I
V1
8
"
30
"
-L1- POT STA 14+00.00
BEGIN CONSTRUCTION
-L1- POT STA 23+25.00
END CONSTRUCTION
15
20
-Y3- PT Sta. 17+10.28
152025-
L1-
P
C
Sta. 14
+65.38 -L1- PT Sta. 20+69.57RWMRWM
RWM
RWM
PWM NSRS 2007NAD 83/8/17/999:00:15 AM\\wse03.local\WSE\Projects\NC\_CaryOldServer\Engineer\JOBS\0696\026\12100 U-4906\Utilities\Engineering\UC\Proj\U4906_ut_rdy23_UC11_psh.dgn8/11/2021-L1- STA 25+00.00LINE - 56 LFWATER SERVICE
METER - 1 EACHRELOCATE WATER
FIELD CONDITIONS.FITTINGS WILL VARY BASED ON THE ACTUAL QUANTITY AND TYPE OF ON THIS PLAN SHEET IS 0 LBS. DUCTILE IRON SEWER PIPE FITTINGS THE ESTIMATED QUANTITY OF FIELD CONDITIONS.FITTINGS WILL VARY BASED ON THE ACTUAL QUANTITY AND TYPE OF ON THIS PLAN SHEET IS 0 LBS. DUCTILE IRON SEWER PIPE FITTINGS THE ESTIMATED QUANTITY OF
FIELD CONDITIONS.
FITTINGS WILL VARY BASED ON
THE ACTUAL QUANTITY AND TYPE OF
ON THIS PLAN SHEET IS 440 LBS.
DUCTILE IRON WATER PIPE FITTINGS
THE ESTIMATED QUANTITY OF
ABANDON 8" UTILITY PIPE - 51 LF
8" WATER LINE - 64 LF
WATER SERVICE LINE - 29 LF
METER - 1 EACHRELOCATE WATER
REMOVE WATER METER - 1 EA
WATER SERVICE LINE - 47 LF
" WATER METER - 1 EACH
WATER SERVICE LINE - 60 LF
METER - 1 EACHRELOCATE WATER
WATER SERVICE LINE - 60 LF
RELOCATE WATER METER - 1 EACH
SEE NOTE 1
3. REFER TO WATER METER DETAILS ON SHEET UC-3E.
2. OPEN TRENCH CONSTRUCTION SHALL PROVIDE 3 FEET MINIMUM COVER TO TOP OF PIPE.
1. PROPOSED DOWN AND UNDER RELOCATION OF UTILITY. REFER TO DETAIL ON SHEET UC-3B.
NOTES:
PHONE: [phone]
CONTACT: MICHAEL MOORE
UTILITY: 16" WATER
CITY OF JACKSONVILLE
PHONE: [phone]
CONTACT: DAVID M. MOHR, PE
UTILITY: UNK, 8" WATER
ONWASA
UTILITY OWNERS ON THIS SHEET:
ONWASA
ONWASA
ONWASA
ONWASA
ONWASA
ONWASA
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
UTILITY CONSTRUCTION
UTILITIES ENGINEERING SEC.
FAX:[phone]
PHONE:[phone]
TRANSPORTATION
DEPARTMENT OF
NORTH CAROLINA
REVISED:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT REFERENCE NO.
SHF
SHF
KCZ
KCZ
SHEET NO. ANILO
RAC HTRON
LANOISSEFO
RPREENIGNE27611
SEAL BEDZ .C
N
IVE
K
PLANS ONLY
UTILITY CONSTRUCTION
U-4906 UC-11
DocuSign Envelope ID: 736C99B1-2590-4554-95EA-055603C46A7F
8/11/2021
18" CMP9’ CONC17’ BST10’ CONCCONC
18" CMP
18" CMP
18" CMP18" CMP
18" CMP
12" RCP
18" CMP
15" RCP
18" CMP
15" RCP
18" CMP
15" RCP15" RCP
18" CMP
15" RCP RCP
18"PAVED DITCHS
S
DI
DI
DIDI
DI
DI
10’ GRBLOCK WALL
DI
DI
DI
DI
DI
BLOCK WALL
BST
SI
G
NDI15" RCP15" RCPGATEMTL WAREHOUSE9’ CONC
20’ BST CONC15" RCP10’ CONC
10’ CONC
15" RCP9’ SOIL14’ G
R
11’ CONC
DI15" RCPDI
DI
18" C MP
18" RCP15" RCP15" HDP
E
18" RCP
DI DI
DI DI
15" RCP
12" RCP12" RCP15" RCP
12’ CONCBST
9’ SOIL9’ CONC9’ CONCLT
LT 10’ GR9’ BST15" RCP18" RCP
18" CMP15" RCPSIGHT DISTANCE100’ x 100’
EXISTING R/W
EXISTING R/WEXISTING R/WEXISTING R/W25’ PAVED ROADWAYSR1324 - RAMSEY RD.DI
DI
DI
PB 65 PG 122
DB 3905 PG 598
LLOYD HERBERT
MB 23 PG 214
DB 2808 PG 174
MYRON D. LANIER, et ux
MB 8 PG 53
DB 384 PG 634
et ux
FRANCIS L. MUMPOWER,
ED JONES, et ux
DB 1660 PG 701
KENNETH STRAUB, et ux
DB 4227 PG 274
MB 49 PG 33
MB 8 PG 53
DB 727 PG 863
RANDY JARMAN, et ux
DB 1157 PG 368
DB 889 PG 932
EDDIE JONES, et ux
RANDY JARMAN, et ux
DB 801 PG 52
TERRY BRITT, et ux
DB 1526 PG 332
LUTHER MITCHELL, JR.
DB 1183 PG 693
SR1308 - GUM BRANCH RD.
37.5’ PAVED ROADWAY
EXISTING R/W
EXISTING R/W
LT
BST
LT
BST
BST
BST
EPARK LLC
DB 3590 PG 703
MB 39 PG 237
JEFFERSON M. DRUM, et ux
DB 1673 PG 904
DB 2952 PG 406
WESLEY B. BRAND, et ux
DB 4394 PG 532
HOMEBUILDERS, INC
CAROLINA PRIDE
MB 8 PG 53
DB 2807 PG 245
VELMA L. WALKER
MB 8 PG 53
DB 777 PG 54
JACKIE F. WATERS, et ux
DB 669 PG 16
WARDEN BAYSDEN, et ux
LT S
DB 2204 PG 83
DB 3777 PG 720
& TELEGRAPH
CAROLINA TELEPHONE
CMCM
JOSHUA I. CORDUAN
DB 3156 PG 342Ia
aa
a
bIIbHHHIQHHHHHHbb
pPaaIIIIb|aaaaaaaab
PbHHbbHHblbbbbbb
b
P|p|(TS)EOI
EOI
EOI
EOI(TS)EOI
END
(TS)}}aaaaENDaaabaPIPING FOUND
NO ASSOCIATED
(WM)
PIPING FOUND
NO ASSOCIATED
(WM)
PIPING FOUND
NO ASSOCIATED
(WM)
EOI
PIPING FOUNDNO ASSOCIATED(WM)EOITANK +/-
SEPTICPLUS\MINUS LOCATIONDRAWN PER SKETCH SHOWINGSEPTIC TANK & DRAIN FIELDPARCEL 87TANK +/-SEPTICWALL
MASONRY
LT
W/48" CONC BASE
STRAIN POLE
BASE
W/48" CONC
POLE
STRAIN
W/48" CONC BASE
STRAIN POLE
BST
PLUS\MINUS LOCATION
DRAWN PER SKETCH SHOWING
SEPTIC TANK & DRAIN FIELD
PARCEL 77
FIELD +/-
DRAIN
et ux
EDDIE JONES,
DB 2731 PG 492
BST
LT
BST
DISTANCE
SIGHT
100’ x 100’
DI
DI
BST
DI DI
FIELD +/-
DRAIN
DI
DI
50’50’
F
F
C
C F F C
F
C
C
F
C
F
C C
F F
F
FF
F
F
F
F
F
F
F
F F
F
F
F
F
F
F
F
F
F
F
F
existing
existing
existing
existing
existing
existing
66
67
68
69
70
71
72 73
74
75
76
77
88
89
90
91
92
95
79Z
78Z
CB-G
RETAIN
TO JB
COVERT DI
REMOVE
REMOVE
REMOVEREMOVE REMOVE
REMOVE
REMOVE
REMOVEREMOVEREMOVEREMOVEREMOVEREMOVE
REMOVE
REMOVE REMOVE
REMOVEREMOVE
REMOVE REMOVE REMOVE
REMOVE
REMOVE
REMOVEREMOVEREMOVE
REMOVE
REMOVE
REMOVE
REMOVEREMOVEREMOVEREMOVEREMOVEREMOVE
PIPE
NO EXISTING
RETAIN
RETAIN
REMOVE
RETAIN
RETAIN
RETAIN REMOVEREMOVE REMOVEREMOVEREMOVECB-G 15" RCPREMOVE15" RCP-IV24" RCP-IV24" RCP-IV 15" RCP-IV
15" RCP-IV 15" RCP-IV
15" RCP-IV
18" RCP-IV18" RCP-IV
RCP-IV
18"
RCP-IV
18"
18" RCP-IV
RCP-IV
15"18" RCP-IV18" RCP-IV18" RCP-IV
18" RCP-IV
18" RCP-IV
18" RCP-IV
18" RCP-IV
RCP-IV
15"
24" RCP-IV
24" RCP-IV
24" RCP-IV
RCP-IV
15"
RCP-IV
15"
RCP-IV
15"
15" RCP-IV
24" RCP-IV15" RCP-
I
V15" RCP-IV15" RCP-IV15" RCP-IV15" RCP-IV15" RCP-IVDI
15" RCP-IV18" RCP-IV15" RCP-IV15" RCP-IV15" RCP-IV15" RCP-IV
15" RCP-IV
15" RCP-IV
15" RCP-IV
15" RCP-IV
15" RCP-IV
15" RCP-IV15" RCP-IV 15" RCP-IVREMOVE
-L1- STA 71+40.00
END CONSTRUCTION
-L1- STA 61+25.00
BEGIN CONSTRUCTION 10+0015+0040+00-Y4- POT Sta. 10+00.00
-Y4- POT STA 18+66.25
-L1- POT STA 63+73.31 =
-Y4- STA 10+00.00
BEGIN CONSTRUCTION
60706515
RWMRWMRWMRWMRWMRWMRWMRWMRWMRWMRWMRWMGVGV
NSRS
2007
NAD
83/8/17/994:21:21 PM\\wse03.local\WSE\Projects\NC\_CaryOldServer\Engineer\JOBS\0696\026\12100 U-4906\Utilities\Engineering\UC\Proj\U4906_ut_rdy25_UC12_psh.dgn5/26/2021SEE SHEET UC-13MATCH LINE -L1- STA 73+50.00MATCH LINE -L1- STA 60+00.00WATER SERVICE LINE - 20 LF
METER - 2 EACHRECONNECT WATER
LINE - 64 LFWATER SERVICE
METER - 1 EACHRELOCATE WATER
LINE - 27 LF
WATER SERVICE
METER - 1 EACH
RELOCATE WATER
LINE - 30 LF
WATER SERVICE
METER - 2 EACH
RECONNECT WATER
WATER SERVICE LINE - 28 LF
METER - 1 EACHRELOCATE WATER
LINE - 131 LF
WATER SERVICE
METER - 2 EACH
RELOCATE WATER
WATER SERVICE LINE - 65 LF
RELOCATE WATER METER - 1 EACH
WATER SERVICE LINE - 27 LF
RELOCATE WATER METER - 1 EACH
WATER SERVICE LINE - 124 LF
RELOCATE WATER METER - 2 EACH
ABANDON 8" UTILITY PIPE - 25 LF
WATER LINE 4 - W4
FIELD CONDITIONS.
FITTINGS WILL VARY BASED ON
THE ACTUAL QUANTITY AND TYPE OF
ON THIS PLAN SHEET IS 7015 LBS.
DUCTILE IRON WATER PIPE FITTINGS
THE ESTIMATED QUANTITY OF
PIPE - 40 LFABANDON 16" UTILITY
16" WATER LINE - 45 LF
ABANDON 18" UTILITY PIPE - 30 LF
18" WATER LINE - 35 LF
PIPE - 30 LF
ABANDON 14" UTILITY
14" WATER LINE - 35 LF
ABANDON 18" UTILITY PIPE - 278 LF
18" WATER LINE - 288 LF
WATER SERVICE LINE - 14 LF
RECONNECT WATER METER - 1 EACH
WATER SERVICE LINE - 14 LF
RECONNECT WATER METER - 1 EACH
SEE NOTE 4
SEE NOTE 1
SEE NOTE 1
SEE NOTE 1
SEE NOTE 1
WATER LINE 1 - W1
REFER TO SHEET UC-15 FOR W4 PROFILE
REFER TO SHEET UC-15 FOR W1 PROFILE
6. REFER TO WATER MAIN DETAILS ON SHEET UC-3J.
5. REFER TO WATER MAIN DETAILS ON SHEET UC-3E.
UC-3J.
PROPOSED WATER MAIN PLUG. REFER TO DETAIL ON SHEET 4.
OUTSIDE OF THE CURB AND GUTTER.
VALVE SHALL BE INSTALLED A MINIMUM OF 3 FEET 3.
MINIMUM COVER TO TOP OF PIPE.
OPEN TRENCH CONSTRUCTION SHALL PROVIDE 3 FEET 2.
REFER TO DETAIL ON SHEET UC-3B.
PROPOSED DOWN AND UNDER RELOCATION OF UTILITY. 1.
NOTES:
ONWASA
ONWASA
ONWASA
ONWASA
ONWASA
ONWASA
ONWASA
ONWASA
ONWASA
ONWASA
ONWASA
ONWASA
ONWASA
ONWASA
SEE NOTE 6
COJ
SEE NOTE 5COJ
SEE NOTE 5
COJ
SEE NOTE 6 COJ
COJ
COJ
SEE NOTE 5
SEE NOTE 5
SEE NOTE 5
SEE NOTE 5
SEE NOTE 5
SEE NOTE 5
LANIER DRIVE
ABANDON 4" UTILITY PIPE - 12 LF
4" WATER LINE - 5 LF
4" VALVE - 1 EA
ABANDON 12" UTILITY PIPE - 805 LF
12" VALVE - 1 EACH
12" WATER LINE - 810 LF
PHONE: [phone]
CONTACT: MICHAEL MOORE
UTILITY: 16" WATER
CITY OF JACKSONVILLE
PHONE: [phone]
CONTACT: DAVID M. MOHR, PE
UTILITY: 4", 8" 12", 14" WATER
ONWASA
UTILITY OWNERS ON THIS SHEET:
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
UTILITY CONSTRUCTION
UTILITIES ENGINEERING SEC.
FAX:[phone]
PHONE:[phone]
TRANSPORTATION
DEPARTMENT OF
NORTH CAROLINA
REVISED:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT REFERENCE NO.
SHF
SHF
KCZ
KCZ
SHEET NO. ANILO
RAC HTRON
LANOISSEFO
RPREENIGNE27611
SEAL BEDZ .C
N
IVE
K
PLANS ONLY
UTILITY CONSTRUCTION
U-4906 UC-12
PIPE - 30 LF
ABANDON 8" UTILITY
8" WATER LINE - 35 LF
LINE - 18 LF
WATER SERVICE
METER - 1 EACH
RECONNECT WATER
DocuSign Envelope ID: 86AC0722-E9A0-4114-B6B8-B969C0794813
7/1/2021
18" CMP
18" CMP
18" CMP
18" CMP
18" CMP
18" CMP
15" CMP
15" CMP
18" CMP
12’ SOIL10’ SOIL12’ SOIL/GRCONC DRSR1308 - GUM BRANCH RD.
37.5’ PAVED ROADWAY
DI
DI DI
DI
DI
DB 4249 PG 776
PHILIP F. GAREY, et ux10
’ SOIL/GR20’ BST18" CMP
DI
RANDY JARMAN, et ux
DB 801 PG 52
LINDA LACORTE
DB 951 PG 151
DB 4249 PG 25
EDDIE JONES, et ux
DB 411 PG 620
LARRY D. COTTLE, et ux
EXISTING R/W
EXISTING R/W
aaaba|IHIb
PIPING FOUND
NO ASSOCIATED
(WM)
PIPING FOUND
NO ASSOCIATED
(WM)
PIPING FOUND
NO ASSOCIATED
(WM)
PIPING FOUNDNO ASSOCIATED(WM)EOIEORI18" CMP
15" CMP
18" CMP
8" BLK
15" CMP
6" CI (ONWASA)
(EXPOSED OVER DITCH)
NOT FOUND
BLOW-OFF16" WATER
b b aEOICONC BAG HEADWALL
SR1308 -GUM BRANCH RD
36.5’ PAVED ROADWAY
24" RCP INV=4.11’ 6" CI (ONWASA)
(EXPOSED OVER DITCH)
NOT FOUND
BLOW-OFF16" WATER
b b aEOICEI = 6.97’INV=-1.26’ CEI = 6.33’INNV=-1.87’ CEI = 6.32’INV=-1.85’ 99"H CMP99"H CMAP99"H CMAPCEI = 5.84’ INV=-2.33’
CEI = 5.84’ INV=-2.19’ CEI = 6.44’ INV=-1.77’ BZBZBZB
Z BZBZBZ
Shoreline AEC
30’ Public Trust
Shoreline AEC
30’ Public Trust
Shoreline AEC
30’ Public Trust
Shoreline AEC
30’ Public Trust
et ux
EDDIE JONES, BZBZ83
84
86
77A
80Z
81Z
82Z
85
GTD
2GI-A
INV=2.1
REMOVE
REMOVE
REMOVE
REMOVE REMOVE REMOVE
REMOVE
REMOVEREMOVE
REMOVE
REMOVE
RCP-IV
18"
18" RCP-IV
RCP-IV
15"
RCP-IV
15"
24" RCP-IV 24" RCP-IV 24" RCP-IV
18" RCP-IV
24" RCP-IV 24" RCP-IV 24" RCP-IV
24" RCP-IV
24" RCP-IV
24" RCP-IV
24" RCP-IV
24" RCP-IV
& PLUG
EXISTING 18" CMP
REMOVE 140 LF OF
20+0075 80-L1- PC Sta. 76+17.71-L1- POT Sta. 81+82.86-L1- PT Sta. 80+27.17PFH
GV8/17/999:08:07 AM\\wse03.local\WSE\Projects\NC\_CaryOldServer\Engineer\JOBS\0696\026\12100 U-4906\Utilities\Engineering\UC\Proj\U4906_ut_rdy26_UC13_psh.dgn8/11/2021NSRS
2007
NAD
83/SEE SHEET UC-12MATCH LINE -L1- STA 73+50.00WATER SERVICE LINE - 16 LF
RECONNECT WATER METER - 1 EACH
FIRE HYDRANT LEG - 16 LF
RELOCATE FIRE HYDRANT - 1 EACH
WATER SERVICE LINE - 17 LF
METER - 1 EACH
RECONNECT WATER
WATER SERVICE LINE - 52 LF
METER - 1 EACH
RECONNECT WATER
WATER SERVICE LINE - 18 LF
METER - 1 EACH
RECONNECT WATER
4" GATE VALVE - 1 EA
ABANDON 4" UTILITY PIPE - 35 LF
4" WATER LINE - 37 LF
WATER LINE 2 - W2
FIELD CONDITIONS.
FITTINGS WILL VARY BASED ON
THE ACTUAL QUANTITY AND TYPE OF
ON THIS PLAN SHEET IS 1670 LBS.
DUCTILE IRON WATER PIPE FITTINGS
THE ESTIMATED QUANTITY OF
16" WATER LINE - 403 LF
ABANDON 16" UTILITY PIPE - 400 LF
PHONE: [phone]
CONTACT: MICHAEL MOORE
UTILITY: 16" WATER
CITY OF JACKSONVILLE
PHONE: [phone]
CONTACT: DAVID M. MOHR, PE
UTILITY: 6", 8" WATER
ONWASA
UTILITY OWNERS ON THIS SHEET:
ONWASA
ONWASA ONWASA
ONWASACOJ COJ
COJ
COJSEE NOTE 6
SEE NOTE 5 SEE NOTE 4 SEE NOTE 5
SEE NOTES 1 AND 2
REFER TO SHEET UC-14 FOR W2 PROFILE
6. WATER LINE SHALL BE DUCTILE IRON PIPE.
5. REFER TO WATER METER DETAILS ON SHEET UC-3J.
4. REFER TO WATER METER DETAILS ON SHEET UC-3E.
3. OPEN TRENCH CONSTRUCTION SHALL PROVIDE 3 FEET MINIMUM COVER TO TOP OF PIPE.
DRAINAGE PIPE.
2. CONTRACTOR SHALL INSTALL VALVE BETWEEN THE EXISTING TEE AND THE PROPOSED 24"
1. PROPOSED DOWN AND UNDER RELOCATION OF UTILITY. REFER TO DETAIL ON SHEET UC-3B.
NOTES:EDGEWOOD DRIVEDOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
UTILITY CONSTRUCTION
UTILITIES ENGINEERING SEC.
FAX:[phone]
PHONE:[phone]
TRANSPORTATION
DEPARTMENT OF
NORTH CAROLINA
REVISED:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT REFERENCE NO.
SHF
SHF
KCZ
KCZ
SHEET NO. ANILO
RAC HTRON
LANOISSEFO
RPREENIGNE27611
SEAL BEDZ .C
N
IVE
K
PLANS ONLY
UTILITY CONSTRUCTION
U-4906 UC-13
DocuSign Envelope ID: 736C99B1-2590-4554-95EA-055603C46A7F
8/11/2021
ACCORDANCE WITH DETAILS.
INSTALLATIONS SHALL BE IN
DIRECTIONAL DRILL AND BORE AND JACK 4.
FINAL GRADE TO TOP OF PIPE.
PROVIDE 3 FEET MINIMUM COVER FROM
OPEN TRENCH CONSTRUCTION SHALL 3.
PROFILE REFER TO CENTER OF PIPE.
ALL PROPOSED PIPE ELEVATIONS IN 2.
LOCATION BEFORE STARTING WORK.
CONTRACTOR SHALL FIELD VERIFY PIPE
ASSUMED TO HAVE 3 FEET OF COVER.
INFORMATION PROVIDED BY OTHERS OR
ESTIMATED BASED ON TEST HOLE
EXISTING PIPE AT TIE-IN LOCATIONS ARE 1.
NOTES:
W2 STA. 23+46.8, EL. 6.1
L1 STA. 80+92.8, RT. 28.5
W2 STA. 24+22.7, EL. 6.1
TO BE REMOVED
EXISTING 16" WATER
1.66’ VERTICAL CLEARANCE
PROPOSED 24" RCP
GROUND
EXISTING
WATER LINE
EXISTING 16"
L1 STA. 77+24.4, RT. 18.0
W2 STA. 20+45.4, EL. 7.1
PROP WATER SERVICE
L1 STA. 76+99.4, RT. 19.8
W2 STA. 20+20.0, EL. 7.2
TIE IN TO EXISTING WATER LINE L1 STA. 80+52.2, RT. 19.1
W2 STA. 23+78.1, EL. 0.6
L1 STA. 80+61.6, RT. 28.5
W2 STA. 23+91.4, EL. 0.6
W2 STA. 23+60.1, EL. 0.6
W2 STA. 24+09.4, EL. 0.6
WATER LINE
EXISTING 16"
3’ MIN.
GVGV
WATER LINE
EXISTING 6"
W3 STA. 32+14.8, EL. 34.00
Y5 STA. 13+00.3, RT. 11.6
W3 STA. 32+24.8, EL. 34.0
TIE IN W/PROP 10" VALVE
W3 STA. 31+64.3, EL. 23.96
PT - END CURVE
W3 STA. 30+85.8, EL. 23.96
PC - BEGIN CURVE
30 LF, R=150’
W3 STA. 31+35.0, EL. 21.07
PC - BEGIN CURVE
30 LF, R=150’
W3 STA. 31+15.0, EL. 21.07
PT - END CURVE
WATER LINE
EXISTING 6"
Y5 STA. 10+95.2, RT. 11.5
W3 STA. 30+20.4, EL. 35.1
TIE IN W/ PROP 6" VALVE
W3 STA. 30+30.4, EL. 34.97
GROUND
EXISTING
TO BE REMOVED
EXISTING 48" CMP
Y5 STA. 12+66.0, RT. 11.5
W3 STA. 31+90.5, EL. 29.17
PT - END HOR. CURVE, R=1500’
Y5 STA. 11+81.0, RT. 11.5
W3 STA. 31+06.1, EL. 21.34
PC - BEGIN HOR. CURVE, R=1500’
CONTRACTOR
DETERMINED BY
BORE PIT, SIZE
CONTRACTOR
DETERMINED BY
BORE PIT, SIZE
Y5 STA. 13+20.3, RT. 11.6
W3 STA. 32+44.8, EL. 34.1
PROP WATER SERVICE
6.17’
INV. = 27.79
PROPOSED 87" X 63" CAAP
GVGV
GROUND
PROPOSED
TO BE REMOVED
EXISTING 48" CMP
GROUND
EXISTING
WATER LINE
EXISTING 10"
W6 STA. 62+13.3, EL. 36.51
50 LF, R=240’
W6 STA. 61+77.5, EL. 28.90
PT - END CURVE
W6 STA. 60+57.7, EL. 28.90
PC - BEGIN CURVE
50 LF, R=240’
W6 STA. 61+27.6, EL. 23.66
PC - BEGIN CURVE
W6 STA. 61+07.6, EL. 23.66
PT - END CURVE
W6 STA. 60+25.1, EL. 35.83
L STA. 199+70.8, RT. 22.4
W6 STA. 60+15.1, EL. 35.9
TIE IN W/ PROP 10" VALVE
WATER LINE
EXISTING 10"
CONTRACTOR
DETERMINED BY
BORE PIT, SIZE
L STA. 199+55.7, RT. 22.4
W6 STA. 60+00.2, EL. 34.0
PROP WATER SERVICE
CONTRACTOR
DETERMINED BY
BORE PIT, SIZE
6.20’
INV = 30.58
PROPOSED 87" X 63" CAAP
L STA. 201+79.3, RT. 23.1
W6 STA. 62+23.3, EL. 36.6
TIE IN W/PROP 10" VALVE
GROUND
PROP. 5/28/995/26/2021\\wse03.local\WSE\Projects\NC\_CaryOldServer\Engineer\JOBS\0696\026\12100 U-4906\Utilities\Engineering\UC\Proj\U4906_ut_pfl_UC14_psh.dgn4:24:28 PMPROFILE (HORIZONTAL)
PROFILE (VERTICAL)
0
0
50
20
1002550
10510
0
10
20
SEE SHEET UC-9 FOR PLAN VIEW
20+00 21+00
30
0
10
20
30
30
40
50
20
10
60
0
30
40
50
20
10
60
0
22+00 23+00 24+00
30+00 31+00
SEE SHEET UC-13 FOR PLAN VIEW
-10
-20
-30
-10
-20
-30
SEE SHEET UC-9 FOR PLAN VIEW
30
40
50
20
10
60
0
60+00 61+00
30
40
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10
60
0
CITY OF JACKSONVILLE
16" WATER LINE - W2 -
CITY OF JACKSONVILLE
10" WATER LINE - W6 -
CITY OF JACKSONVILLE
6" WATER LINE - W3 -
62+00 32+00
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
UTILITIES ENGINEERING SEC.
FAX:[phone]
PHONE:[phone]
TRANSPORTATION
DEPARTMENT OF
NORTH CAROLINA
REVISED:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT REFERENCE NO.
SHF
SHF
KCZ
KCZ
SHEET NO. ANILO
RAC HTRON
LANOISSEFO
RPREENIGNE27611
SEAL BEDZ .C
N
IVE
K
PLANS ONLY
UTILITY CONSTRUCTION
U-4906 UC-14
DocuSign Envelope ID: 86AC0722-E9A0-4114-B6B8-B969C0794813
7/1/2021
BE IN ACCORDANCE WITH DETAILS.
BORE AND JACK INSTALLATIONS SHALL 4.
FINAL GRADE TO TOP OF PIPE.
PROVIDE 3 FEET MINIMUM COVER FROM
OPEN TRENCH CONSTRUCTION SHALL 3.
PROFILE REFER TO CENTER OF PIPE.
ALL PROPOSED PIPE ELEVATIONS IN 2.
LOCATION BEFORE STARTING WORK.
CONTRACTOR SHALL FIELD VERIFY PIPE
ASSUMED TO HAVE 3 FEET OF COVER.
INFORMATION PROVIDED BY OTHERS OR
ESTIMATED BASED ON TEST HOLE
EXISTING PIPE AT TIE-IN LOCATIONS ARE 1.
NOTES:
ROTATE AS NEEDED
Y4 STA. 18+29.5, LT. 18.7
W1 STA. 10+10.0, EL. 24.0
WATER LINE
EXISTING 12"
W1 STA. 10+56.7, EL. 23.1
TO BE REMOVED
CATCH BASIN
EXISTING
TO BE REMOVED
EXISTING 15" RCP
2’ VERTICAL CLEARANCE
PROPOSED 18" RCP
W1 STA. 10+53.7, EL. 20.1
ROTATE AS NEEDED
Y4 STA. 18+16.7, LT. 24.0
W1 STA. 10+23.8, EL. 20.1
Y4 STA. 15+35.6, LT. 22.0
W1 STA. 13+05.2, EL. 22.9
PROP WATER SERVICE
Y4 STA. 16+70.0, LT. 24.0
W1 STA. 10+70.5, EL. 23.0
Y4 STA. 16+60.0, LT. 22.0
W1 STA. 10+80.8, EL. 23.0
Y4 STA. 15+33.5, LT. 22.0
W1 STA. 13+07.3, EL. 22.9
PROP WATER SERVICE
Y4 STA. 11+75.4, LT. 24.0
W1 STA. 16+68.4, EL. 25.3
PROP WATER SERVICE
Y4 STA. 13+90.0, LT. 24.0
W1 STA. 14+53.9, EL. 23.9
PROP 12x4 TEE
Y4 STA. 14+12.4, LT. 24.0
W1 STA. 14+28.5, EL. 23.5
Y4 STA. 14+22.5, LT. 22.0
W1 STA. 14+18.3, EL. 23.4
Y4 STA. 10+54.9, LT. 24.0
W1 STA. 17+89.0, EL. 25.9
PROP WATER SERVICE
ROTATE AS NEEDED
Y4 STA. 10+36.0, LT. 24.0
W1 STA. 18+07.8, EL. 26.0
ROTATE AS NEEDED
Y4 STA. 10+25.0, LT. 13.0
W1 STA. 18+23.4, EL. 27.7
TO BE REMOVED
EXISTING 15" RCP
PROPOSED 15" RCP
WATER LINE
EXISTING 12"
2’ VERTICAL CLEARANCE
PROPOSED 15" RCP
GROUND
EXISTING
GROUND
PROPOSED
TO BE REMOVED
EXISTING 15" RCP
2.1’ VERTICAL CLEARANCE
PROPOSED 15" RCP
2’ VERTICAL CLEARANCE
PROPOSED 15" RCP
TO BE REMOVED
EXISTING CATCH BASIN
2’ VERTICAL CLEARANCE
PROPOSED 15" RCP
2.1’ VERTICAL CLEARANCE
PROPOSED 15" RCP
2’ VERTICAL CLEARANCE
PROPOSED 15" RCP
2’ VERTICAL CLEARANCE
PROPOSED 15" RCP
3’ MIN.
3’ MIN.
GVGV
W5 STA. 50+52.1, EL. 30.75
PC - BEGIN CURVE
38 LF, R=325’68 LF, R=325’
W5 STA. 52+07.3, EL. 30.75
PT - END CURVE
W5 STA. 51+19.7, EL. 23.65
PT - END CURVE
W5 STA. 51+39.7, EL. 23.65
PC - BEGIN CURVE
WATER LINE
EXISTING 14"
W5 STA. 52+35.8, EL. 36.80
L STA. 202+03.1, LT. 26.5
W5 STA. 52+45.8, EL. 37.0
TIE IN W/PROP 14" VALVE
WATER LINE
EXISTING 14"
L STA. 199+72.8, LT. 27.6
W5 STA. 50+15.4, EL. 36.5
TIE IN W/ PROP 14" VALVE
W5 STA. 50+25.4, EL. 36.44
GROUND
PROPOSED
GROUND
EXISTING
TO BE REMOVED
EXISTING 48" CMP
CONTRACTOR
DETERMINED BY
BORE PIT, SIZE
CONTRACTOR
DETERMINED BY
BORE PIT, SIZE
L STA. 199+58.5, LT. 27.3
W5 STA. 50+00.9, EL. 36.5
PROP WATER SERVICE
6.19’
INV = 30.74
PROPOSED 87" X 63" CAAP
GROUND
EXISTING
ROTATE AS NEEDED
Y4 STA. 10+13.2, RT. 13.1
W4 STA. 40+30.0, EL. 27.9
ROTATE AS NEEDED
Y4 STA. 12+91.5, RT. 14.9
W4 STA. 43+17.4, EL. 28.2
2’ VERTICAL CLEARANCE
PROPOSED 15" RCP
2’ VERTICAL CLEARANCE
PROPOSED 15" RCP
GROUND
PROPOSED
WATER LINE
EXISTING 12"
W4 STA. 43+15.9, EL. 26.7
Y4 STA. 12+79.6, RT. 25.0
W4 STA. 43+03.1, EL. 26.6
Y4 STA. 10+23.3, RT. 25.0
W4 STA. 40+46.8, EL. 25.2
W4 STA. 40+32.7, EL. 25.1
WATER LINE
EXISTING 12"5/28/995/26/2021\\wse03.local\WSE\Projects\NC\_CaryOldServer\Engineer\JOBS\0696\026\12100 U-4906\Utilities\Engineering\UC\Proj\U4906_ut_pfl_UC15_psh.dgn4:26:01 PM30
40
50
20
10
SEE SHEET UC-12 FOR PLAN VIEW
0
30
40
50
20
10
0
30
40
50
20
10
0
50+00 51+00 41+00 42+00 43+00 44+00
60
30
40
50
20
10
60
SEE SHEET UC-9 FOR PLAN VIEW
0
40+00
SEE SHEET UC-12 FOR PLAN VIEW
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00
30
40
50
20
10
0
30
40
50
20
10
0
ONWASA
12" WATER LINE - W1 -
ONWASA
14" WATER LINE - W5 -
ONWASA
12" WATER LINE - W4 -
52+00
PROFILE (HORIZONTAL)
PROFILE (VERTICAL)
0
0
50
20
1002550
10510
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
UTILITIES ENGINEERING SEC.
FAX:[phone]
PHONE:[phone]
TRANSPORTATION
DEPARTMENT OF
NORTH CAROLINA
REVISED:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT REFERENCE NO.
SHF
SHF
KCZ
KCZ
SHEET NO. ANILO
RAC HTRON
LANOISSEFO
RPREENIGNE27611
SEAL BEDZ .C
N
IVE
K
PLANS ONLY
UTILITY CONSTRUCTION
U-4906 UC-15
DocuSign Envelope ID: 86AC0722-E9A0-4114-B6B8-B969C0794813
7/1/2021
ALLOWABLE BEND RADIUS.
THE MANUFACTURERS MINIMUM
HDPE PIPE SHALL BE FIELD BENT WITH 5.
ACCORDANCE WITH DETAILS.
INSTALLATIONS SHALL BE IN
DIRECTIONAL DRILL AND BORE AND JACK 4.
FINAL GRADE TO TOP OF PIPE.
PROVIDE 3 FEET MINIMUM COVER FROM
OPEN TRENCH CONSTRUCTION SHALL 3.
PROFILE REFER TO CENTER OF PIPE.
ALL PROPOSED PIPE ELEVATIONS IN 2.
LOCATION BEFORE STARTING WORK.
CONTRACTOR SHALL FIELD VERIFY PIPE
ASSUMED TO HAVE 3 FEET OF COVER.
INFORMATION PROVIDED BY OTHERS OR
ESTIMATED BASED ON TEST HOLE
EXISTING PIPE AT TIE-IN LOCATIONS ARE 1.
NOTES:
GV
ROTATE AS NEEDED
L STA. 155+00.0, RT. 26.7
FSS1 STA. 10+20.0, EL. 38.7
ROTATE AS NEEDED
L STA. 155+09.4, RT. 36.9
FSS1 STA. 10+33.7, EL. 38.2
FORCE MAIN
EXISTING 12"
L STA. 155+89.0, RT. 37.9
FSS1 STA. 11+10.8, EL. 36.6
GROUND
EXISTING
GROUND
PROPOSED
2’ VERTICAL CLEARANCE
PROPOSED 30" RCP
L STA. 158+05.5, RT. 56.1
FSS1 STA. 13+19.4, EL. 34.1
PROP 12" VALVE
ROTATE AS NEEDED
L STA. 158+24.7, RT. 55.9
FSS1 STA. 13+38.2, EL. 33.8
ROTATE AS NEEDED
L STA. 158+50.0, RT. 30.6
FSS1 STA. 13+74.0, EL. 32.8
FORCE MAIN
EXISTING 12"
FSS2 STA. 21+08.7, EL. 34.0
L STA. 158+11.3, RT. 56.0
FSS1 STA. 13+25.4, EL. 34.0
PROP 12x10 TEE
L STA. 157+12.2, RT. 52.8
FSS1 STA. 12+30.3, EL. 35.1
BEGIN 20" CASING
L STA. 157+91.7, RT. 56.0
FSS1 STA. 13+06.3, EL. 34.2
END 20" CASING
PIPE @ -1.18%
76 LF OF 20" ENCASEMENT
3’ MIN.
GV
GROUND
PROPOSED
GROUND
EXISTING
TO REMAIN
EXISTING 12" WATER
TO BE REMOVED
EXISTING 10" FORCE MAIN
L STA. 158+11.3, RT. 50.0
FSS2 STA. 21+02.7, EL. 34.0
PROP 10" VALVE
FSS1 STA. 13+25.4, EL. 34.0
L STA. 158+11.3, RT. 56.0
FSS2 STA. 21+08.7, EL. 34.0
TIE IN W/PROP 12x10 TEE
PIPE @ -3.45%
58 LF OF 18" ENCASEMENT
L STA. 158+11.3, LT. 26.9
FSS2 STA. 20+25.7, EL. 36.4
BEGIN 18" CASING
L STA. 158+11.3, RT. 31.1
FSS2 STA. 20+83.7, EL. 34.4
END 18" CASING
ROTATE AS NEEDED
L STA. 158+11.3, LT. 32.6
FSS2 STA. 20+20.0, EL. 36.6
TO BE REMOVED
EXISTING 18" RCP
TO REMAIN
EXISTING 10" WATER
FORCE MAIN
EXISTING 10"
3’ MIN.
GV GV
GROUND
EXISTING
L STA. 202+16.9, RT. 43.3
FSS3 STA. 33+22.4, EL. 36.9
PROP 10" VALVE
L STA. 199+21.7, RT. 40.2
FSS3 STA. 30+25.0, EL. 35.8
PROP 10" VALVE
ROTATE AS NEEDED
L STA. 199+26.7, RT. 40.1
FSS3 STA. 30+30.0, EL. 35.8
ROTATE AS NEEDED
L STA. 202+11.9, RT. 43.3
FSS3 STA. 33+17.4, EL. 36.8
L STA. 199+64.2, RT. 42.7
FSS3 STA. 30+68.2, EL. 34.9
PROP 10X12 REDUCER
L STA. 201+73.0, RT. 39.3
FSS3 STA. 32+76.7, EL. 35.0
PROP 12x10 REDUCER
GROUND
PROPOSED
FORCE MAIN
EXISTING 10"
ROTATE AS NEEDED
L STA. 199+29.5, RT. 42.8
FSS3 STA. 30+34.0, EL. 34.9
FSS3 STA. 30+78.2, EL. 34.86
PC - BEGIN CURVE
FSS3 STA. 30+89.6, EL. 33.66
PT - END CURVE
11.5 LF, R=55’
FSS3 STA. 31+20.8, EL. 27.02
PC - BEGIN CURVE
FSS3 STA. 32+23.2, EL. 27.02
PT - END CURVE
FSS3 STA. 32+55.2, EL. 33.83
PC - BEGIN CURVE
FSS3 STA. 32+66.7, EL. 35.03
PT - END CURVE
11.5 LF, R=55’
FSS3 STA. 31+92.0, EL. 23.74
PC - BEGIN CURVE
31.5 LF, R=150’
FSS3 STA. 31+52.0, EL. 23.74
PT - END CURVE
31.5 LF, R=150’
ROTATE AS NEEDED
L STA. 202+07.2, RT. 38.7
FSS3 STA. 33+10.9, EL. 35.0
FORCE MAIN
EXISTING 10"
3’ MIN.AR
L STA. 199+11.7, RT. 40.9
FSS3 STA. 30+15.0, EL. 36.0
PROP AIR RELEASE VALVE
CONTRACTOR
DETERMINED BY
BORE PIT, SIZE
CONTRACTOR
DETERMINED BY
BORE PIT, SIZE
4.50’
INV. = 29.44
81" X 59" CAAP
PROPOSED 5/28/995/26/2021\\wse03.local\WSE\Projects\NC\_CaryOldServer\Engineer\JOBS\0696\026\12100 U-4906\Utilities\Engineering\UC\Proj\U4906_ut_pfl_UC16_psh.dgn4:27:37 PM30
40
50
20
10
0
30
40
50
20
10
0
30
40
50
20
10
0
SEE SHEET UC-9 FOR PLAN VIEW
20+00 21+00
10+00 11+00 12+00 13+00 14+00
60
30
40
50
20
10
60
SEE SHEET UC-7 FOR PLAN VIEW
60
70
80
60
70
80
0
30
40
50
20
10
60
0
30
40
50
20
10
60
0
SEE SHEET UC-7 FOR PLAN VIEW
30+00 31+00 32+00 33+00
ONWASA
12" FORCE MAIN - FSS1 -
ONWASA
10" FORCE MAIN - FSS2 -
ONWASA
10"/12" FORCE MAIN - FSS3 -
PROFILE (HORIZONTAL)
PROFILE (VERTICAL)
0
0
50
20
1002550
10510
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
UTILITIES ENGINEERING SEC.
FAX:[phone]
PHONE:[phone]
TRANSPORTATION
DEPARTMENT OF
NORTH CAROLINA
REVISED:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT REFERENCE NO.
SHF
SHF
KCZ
KCZ
SHEET NO. ANILO
RAC HTRON
LANOISSEFO
RPREENIGNE27611
SEAL BEDZ .C
N
IVE
K
PLANS ONLY
UTILITY CONSTRUCTION
U-4906 UC-16
DocuSign Envelope ID: 86AC0722-E9A0-4114-B6B8-B969C0794813
7/1/2021