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L320S305 S307
S303
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1524
1003
2323
2321
2322
2200
2200
2202
2203
2201
23302331
2329
2333
2335
2336
SchoolBenvenue
SchoolHubbard
High SchoolNorthern Nash
ChurchNew Hope
ChurchSt. Jhona
CemeteryBraswell
CemeteryRobinson
Memorial CemeteryRocky Mount
CemeteryWhitley
CemeteryHilliard
CemeteryHales
CemeteryWhitfeild
CemeteryColey
CemeteryVaughn
Cemetery Ellen
Cemetery Brown
.07
1.4
0
.96
.63
Rd.
Oak
Rd.
Rd.
Rd.
Drake
Boseman Rd.
Boseman
Rd.
Duck Pond
Rd.
Bro
wnton
Rd.
Red
Crooked
Deans
Rd.
Red
Robin
Driv
e
Bro
wnto
wn
Rd.
Unnamed
Coppedge
Coppe
dge
Rd.
Rd.
Cole
y
Rd.
Rd.
Dr.
Jo
Brake
Rd.
Hunter
Hill
Rd.
Course Rd.
Jones
Lassiter
Pittman
Red
Hubbard
Dr.
Church
St.
Rd.
Mcla
ne
Rd.
Ja
mie
Rd.
Rd.Chris
Kim’s Ct.
Jami
e
Pine
St.
Dogwoo
d
Dr.Dr.
Oak
wood
Wollet
Mill
Rd.
Hart
BobbyLn.
Bro
wnto
wn
Rd.
Dr.
Northern
Hills
Rd.
Nash
Rd.
Rd.
NashEastCir.
Rd.
LambertRd.
Quail
Roost
Rd.
Turkey
Foot
Rd.
Northern
Northern
Jocile
Ln.
Joe
Rd.
Elle
n
Rd.
Peele
Rd.
Dr.
Octa
via
Gold
Dr.
Battleboro
Oak
Oak
Oak
Oak
BattleboroBattleboro
Battlebor
o
Rd.
Rd.
Alwoo
d
Ln.
South
South
MorningsideLn.
Englis
h
Rd.
Ave.
Ext.
Ext.
Win
stead
Halifa
x
Halifa
x
Halifa
x
Halifa
x
Rd.
Rd.
Rd.
Halifax
Halifa
x
Win
dBriarCourt
Pky.
Corporatio
n
Dr.
Ashle
y
GreenCove Ln.
Gre
en
Valle
y Ln.
Green
Meado
w L
n.
Green
Rid
ge
Ln.
Wesley Dr.
Jones Ct.
Doroth
y St.
Mill
Pond
Rd.
Braxton
Pl.
CornwallisDr.
Laurel
Rd.
Trail
Alcorn
Rid
ge
Rd.
Court
Cassie
Bessie
Sin
gletr
ee Ln.
Jeffrey’s
Sunset
Dr.
Raper
Dr.
Wim
berly
Ave. B
envenue
Clu
b
View
Rd.
Northern Blvd.
Cobb
Rd.
Deerin
g
Rd.
Ln.
Sports
man
Trail
Dr.
Yucca
Brandy
win
e
Ln.
BrandywineCt.
Peartre
e
Rd.
WillowGlynnRd.
Benvenue
Forest
Rd.
Rd.
Toddsbury
MuscadineRd.
DunnDr.
Forest
Dr.
FieldcrestDr.
Dr.
Hackberry
Dr.
Deerw
alk
Trail
Lessie
Bessie
Ln.
Bessie
Ct.
Cou
ntryClu
bRd.
Dr.
Jasmine
Ln.
Brandy
win
eRd.
Forge
Old
Rd.
Morla
nd Dr
Barn Hill F
ar
m R
d
Rusty’s R
d
Education Dr
Bumpy Ln
Dortches Blvd
Cole
y R
d
Happy V
alley L
n
Foxhall Dr
Ely Dr
Canal
Dr
Brentw
ood Dr
Rountree D
r
Old B
arn R
d
Bridgeton Rd
Burnt
Mill
Rd
Bro
ok
meade Ct
Philips Ave
Hom
estead R
d
Tre
eto
p L
n
White Hall D
r
Wilkeshire Rd
Kent D
r
S H
ornbea
m D
r
Sparro
w H
aw
k Ln
Dortches Blvd
Gold R
ock R
d
Peele R
d
Peele R
d
Catie’s Ln
Fis
her F
arm R
d
Fis
her Far
m R
d
Ricks Rd
Horse Pen Rd
Rockcre
ek Dr
Brentw
ood D
r
Cunnin
gham
Dr
Foxhall
Dr
Foxhall Dr
Crabapple Ln
Crabapple L
nCarol
Rd
Hastin
gs Dr
Kent Ct
Brid
ge
wood R
d
To
wn H
all R
d
Rd.
Benvenue
Gold R
ock R
d
Gold R
ock R
d
Gold R
ock R
d
ChurchBenvenue
ChurchSt. Delight
ChurchGrovePleasant
ChurchGreenSpring
Creek
Goose
Hornbeam
Branch
95
95
95
95
.15
.08
Drake
Dortches
Pop. 840
.25
448
43
1.09
1.29
64.45
.02
.19.98
64
.09
.78
43
.20
.42
.85
.03
.35
.53
.60
.61
43
1.5
3
.99
.34
.68
48
48
48
48
.16
.30
1.2
8
.64
.01
.08
.29
1.8
2
1609
.83
.65
.50
2321
VICINITY MAP
25 50 10050
25 50 10050
5 105
0
0
0
PROFILE (HORIZONTAL)
GRAPHIC SCALES
PLANS
PROFILE (VERTICAL)
0
00
SEAL INDEX OF SHEETS
SHEET NO. DESCRIPTION
All Signatures CompletedDocument Not Considered Final Unless
G
GERG .R
SEM
A
J
A
NILORAC HTR
O
N
LANOISSEF
O
RP
REENIGNE
LAES
87873
PROFILE SHEETS
UTILITY CONSTRUCTION SHEETS
DETAILS
NOTES
UTILITY SYMBOLOGY
TITLE SHEET
WATER OWNER ON PROJECT
SHEET NO.
James R. Gregg UTILITIES PROJECT ENGINEER
UTILITY CONSTRUCTION PLANS DESIGNED BY:
AREAPROJECT
UC-1
(1) NCDOT
AND REPLACEMENT
I-95 WATER MAIN EXTENSION
REST AREA
NCDOT NASH COUNTY
UC-8 TO UC-9
UC-5 TO UC-7
UC-4A & UC-4B
UC-3
UC-2
UC-1
MANUAL AND THE NCDOT 2018 ROADWAY STANDARD DRAWINGS.
2018 STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE NCDOT
I
WV
I
WV
I
WV
I
WV
I
WV
I
WV
I
WV
I
WV
IWV
I
WV
I
WV
I
WV
NOGAP
10
50
100
1000.000000
WLA01
53B
I-95 NORTH
I-95 SOUTH
NA
D 83
Compass C
reek
NEW 6" WATER MAIN
NEW 6" WATER MAIN
Rest Area
Sheet UC-5
Sheet U
C-6
Sheet UC-7
NEW 6" WATER MAIN
Rest Area
11/30/18
RFH
RWM
PWM
GV
REM WM
PS(W)
LS
LS/BP
BV
TGV
PFH
BO
RRPZ
RBFP
PRPZ
PBFP
REM FH
TEL PED
AR
UV
CP
SP
PS(SS)
HH
T
C
11� Degree Bend
22� Degree Bend
45 Degree Bend
90 Degree Bend
Plug
Cross
Tee
Reducer
Relocate Fire Hydrant
Relocate Water Meter
Gate Valve
Remove Water Meter
Line Stop
Line Stop with Bypass
Butterfly Valve
Tapping Valve
Blow Off
Relocate DCV Backflow Preventer
Relocate RPZ Backflow Preventer
Remove Fire Hydrant
Utility Pole with Base
Underground Power Line
UTILITIES PLAN SHEET SYMBOLS
Power Pole
Telephone Pole
Joint Use Pole
Telephone Pedestal
Thrust Block
NOTE
Trenchless Installation
Encasement by Open Cut
Encasement
Plan Note
Underground Telephone Cable
Underground Telephone Conduit
Underground Fiber Optics Telephone Cable
Aboveground Water Line
Underground TV Cable
Underground Water Line
Underground Fiber Optics TV Cable
Underground Gas Pipeline
Aboveground Gas Pipeline
Underground Gravity Sanitary Sewer Line
Aboveground Gravity Sanitary Sewer Line
Underground SS Forced Main Line
Underground Unknown Utility Line
*
*
*
*
*
*
*
*
*
*
Water Manhole
Power Manhole
Telephone Manhole
Sanitary Sewer Manhole
SUE Test Hole
H-Frame Pole
Hand Hole for Cable
Power Transformer
Telephone Pedestal
CATV Pedestal
Gas Valve
Gas Meter
Located Miscellaneous Utility Object
Abandoned According to Utility Records
End of Information
Power Transmission Line Tower
*
A/G Gas
A/G Sanitary Sewer
A/G Water
PROPOSED WATER SYMBOLS
Water Line (Sized as Shown)
Water Meter
Fire Hydrant
Water Pump Station
RPZ Backflow Preventer
DCV Backflow Preventer
(Sized per Note)
Manhole
Sewer Pump Station
PROPOSED SEWER SYMBOLS
(Type as Shown)
Utility Line Drawn from Record
(Type as Shown)
Designated Utility Line
(Sized as Shown)
Gravity Sewer Line
(Sized as Shown)
Force Main Sewer LineE.O.I.
AATUR
(Type as Shown)
Utility Line by Others
Air Release Valve
Utility Vault
Concrete Pier
Steel Pier
For Existing Utilities
PROPOSED MISCELLANOUS UTILITIES SYMBOLS
EXISTING UTILITIES SYMBOLS
Sanitary Sewer Cleanout
Fire Hydrant
Water Valve
Water Meter
TPower Pole
Telephone Pole
Joint Use Pole
Utility Pole
W
P
T
SHEET NO.
REVISED:
0 10’ 025’ 25’ 50’5’5’
VERTICAL SCALE HORIZONTAL SCALE
PREPARED IN THE OFFICE OF:
PLANS ONLYUTILITY CONSTRUCTION
G
GERG .R
SEM
A
J
A
NILORAC HTR
O
N
LANOISSEF
O
RP
REENIGNE
LAES
87873
Unless All Signatures CompletedDocument Not Considered Final
DESIGNED BY: JRG
CHECKED BY: JRG
UTILITY CONSTRUCTION
DRAWN BY: TK
SHOWN ON THIS SHEETWATER LINE CONSTRUCTION
SIMPSON - I95
WATER MAIN EXTENSION
APPROVED BY: JRG
UC-2
11/30/18
STRUCTURES" DATED JANUARY 2018.
"STANDARD SPECIFICATIONS FOR ROADS AND
NC DEPARTMENT OF TRANSPORTATION’S
MEET THE APPLICABLE REQUIREMENTS OF THE
THE PROPOSED UTILITY CONSTRUCTION SHALL
THE EXISTING UTILITIES BELONG TO NCDOT.
APPLICABLE PLUMBING CODES.
PERFORM ALL WORK IN ACCORDANCE WITH THE
RESOURCES, WATER QUALITY SECTION.
ENVIRONMENT QUALITY, DIVISION OF WATER
NORTH CAROLINA DEPARTMENT OF
OF THE RULES AND REGULATIONS OF THE
LINES TO BE INSTALLED WITHIN COMPLIANCE
PUBLIC WATER SUPPLY SECTION. ALL SEWER
WATER RESOURCES,
ENVIRONMENTAL QUALITY, DIVISION OF
OF THE NORTH CAROLINA DEPARTMENT OF
COMPLIANCE OF THE RULES AND REGULATIONS
ALL WATER LINES TO BE INSTALLED WITHIN
DEPARTMENT.
ALLOWED, BUT ARE NOT BINDING UPON THE
OR IS SECONDARY TO THIS CONTRACT ARE
WORK THAT IS NOT PART OF THIS CONTRACT
UTILITY OWNER AND CONTRACTOR FOR THE
ENGINEER. AGREEMENTS BETWEEN THE
CONTRACT UNLESS AUTHORIZED BY THE
NOT BINDING UPON THE DEPARTMENT OR THIS
THE CONTRACTOR AND UTILITY OWNER ARE
COMMUNICATIONS AND DECISIONS BETWEEN
ADMINISTRATIVE AUTHORITY.
CONSTRUCTION CONTRACT AND HAS
THE DEPARTMENT. THE DEPARTMENT OWNS THE
UTILITY FACILITIES AFTER ACCEPTANCE BY
UTILITY FACILITIES AND WILL OWN THE NEW
THE UTILITY OWNER OWNS THE EXISTING
INSPECTION OF CONSTRUCTION AND TESTING.
PROGRESS AND PROVIDE OPPORTUNITY FOR
REPRESENTATIVES INFORMED OF WORK
INTERRUPTION. KEEP UTILITY OWNERS’
AND ONE WEEK PRIOR TO SERVICE
WEEKS PRIOR TO COMMENCEMENT OF ANY WORK
PERSONNEL AND THE UTILITY OWNER TWO
CONSTRUCTION. NOTIFY DEPARTMENT
REPRESENTATIVES TO ALL PHASES OF
PERSONNEL AND THE OWNER’S
PROVIDE ACCESS FOR THE DEPARTMENT
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
PROPOSED UTILITIES AT TIMES MOST
MAKE CONNECTIONS BETWEEN EXISTING AND
ACTUAL CONDITIONS, OR AS DIRECTED.
ON THE PLANS, AS REQUIRED TO FIT THE
TO THE EXISTING SYSTEM WHERE INDICATED
MAKE FINAL CONNECTIONS OF THE NEW WORK
COST TO THE DEPARTMENT.
OR BETTER CONDITION AT NO ADDITIONAL
TO EXISTING FACILITIES TO THE ORIGINAL
FACILITIES. REPAIR ANY DAMAGE INCURRED
AND FOR AVOIDING DAMAGE TO EXISTING
CONSTRUCTION OF THE PROPOSED UTILITIES
FACILITIES AS NECESSARY FOR THE
AND TYPE MATERIAL OF THE EXISTING
DETERMINING THE EXACT LOCATION, SIZE,
UTILITIES. MAKE INVESTIGATIONS FOR
TYPE OF MATERIAL FOR ALL EXISTING
INFORMATION FOR THE LOCATION, SIZE, AND
THE PLANS DEPICT THE BEST AVAILABLE 1.
2.
3.
4.
5.
9.
8.
7.
6.
GENERAL NOTES: PROJECT SPECIFIC NOTES:
UTILITY CONSTRUCTION
WETLANDS, OR BUFFER ZONES.
NO DAMAGE IS ALLOWED TO RIVER,
NORTH CAROLINA PROFESSIONAL ENGINEER.
BORE DESIGNED AND SEALED BY A LICENSED
CONTRACTOR’S RESPONSIBILITY TO HAVE
TRENCHLESS INSTALLATION. IT IS
STANDARD SPECIFICATIONS CONCERNING
SECTIONS 102, 107, AND 1550 OF THE
CONTRACTOR’S ATTENTION IS DIRECTED TO
WITH NCDOT SPECIFICATIONS.
FOR WATER) AND SHALL BE IN ACCORDANCE
COLOR CODED ACCORDING TO UTILITY (BLUE
UTILITIES. WIRE, TAPE AND PIPE SHALL BE
INSTALLED WITH ALL PLASTIC PIPE
TRACER WIRE AND WARNING TAPES SHALL BE
TAKE PLACE IN THE DIP FITTINGS.
FITTINGS. ALL ALIGNMENT CORRECTIONS TO
HEAVY EQUIPMENT IN ORDER TO CONNECT TO
BENT OR JOCKEYED INTO POSITION WITH
INSTALLED IN THE TRENCH SHALL NOT BE
FUSED PVC LENGTHS THAT HAVE BEEN
1.
3.
4.
5.
6.SPECIFICATIONS.
SECTION 1500 OF THE STANDARD
1500-7, " SUBMITTALS AND RECORDS" IN
PRIOR TO DELIVERY TO THE PROJECT. SEE
ALL UTILITY MATERIALS SHALL BE APPROVED 10.
SWITCHOVERS AND MAKING CONNECTIONS.
FOR A MAXIMUM OF TWO (2) HOURS FOR
WATER SERVICES MAY ONLY BE SHUT DOWN
INDICATED ON THE CONSTRUCTION DRAWINGS.
HORIZONTAL DIRECTION DRILL (HDD) AS
DR-18, AND FUSIBLE PVC C900 DR 18 FOR
PROPOSED WATER LINE SHALL BE PVC C900
2.
WILL NOT BE ALLOWED.
MANUFACTURER. GASKET-TYPE RESTRAINT
RESTRAINED MUST BE APPROVED BY THE
C900 DR 18 WITH BELL RESTRAINED. ALL
(RJDI) CLASS 350, FUSIBLE PVC, OR PVC
RESTRAINED JOINT DUCTILE IRON PIPE
PVC WITH JOINT RESTRAINT SHALL BE
7.
8.
CLOSURES.
THE MUTCD FOR ALL LANE AND SHOULDER
INDICATED IN THE MOST RECENT EDITION OF
TO ALL TRAFFIC CONTROL PROCEDURES AS
CONTRACTOR SHALL BE REQUIRED TO ADHERE
CLOSURES.
ADVANCE OF ALL LANE OR SHOULDER
NOTICE TO NCDOT AT LEAST 24 HOURS IN
TRAVEL LANES. CONTRACTOR SHALL PROVIDE
ALL WORK ADJACENT TO SHOULDER AND
AND ENGINEER FOR REVIEW/APPROVAL FOR
SUBMIT TRAFFIC CONTROL PLAN TO NCDOT
PRIOR TO CONSTRUCTION, CONTRACTOR SHALL
AND/OR SHOULDER CLOSURES ARE REQUIRED.
MINIMIZE THE AMOUNT OF TIME THAT LANE
CONTRACTOR SHALL USE DUE DILIGENCE TO
11.
12.
PIPE IN LIEU OF CONCRETE BLOCKING.
CONTRACTOR SHALL USE RESTRAINED JOINT
CONSTRUCTION.
MUST BE STORED ON SITE DURING
MINIMIZE THE AMOUNT OF MATERIALS THAT
CONTRACTOR SHALL USE DUE DILIGENCE TO
THE DRAWINGS.
REQUIRED IN ADDITION TO THOSE SHOW ON
CONSTRUCTION AREA. MEASURES MAY BE
PREVENT SEDIMENTATION FROM LEAVING THE
INSTALL ALL MEASURES NECESSARY TO
CONTROL MEASURES. CONTRACTOR SHALL
OF ALL EROSION AND SEDIMENTATION
INSTALLATION, MAINTENANCE, AND REMOVAL
CONTRACTOR SHALL BE RESPONSIBLE FOR
THE ENGINEER.
HELD BETWEEN NCDOT, THE CONTRACTOR, AND
PRE-CONSTRUCTION CONFERENCE SHALL BE
AND 4:00 TO 6:00 PM. A
BETWEEN THE HOURS OF 7:00 TO 9:00 AM
SHOULDER SHALL BE CLOSED OR RESTRICTED
REQUIRED ON THIS PROJECT. NO LANE OR
TRAFFIC CONTROL SUPERVISOR SHALL BE
A QUALIFIED AND TRAINED WORK ZONE
10.
9.
13.
WILL NOT BE ALLOWED.
OFF-SITE. HAULING OF TIMBER OFF-SITE
ON-SITE AND THEN DISPOSED OF PROPERLY
ALL VEGETATIVE MATERIAL MUST BE CHIPPED
SHEET NO.
REVISED:
0 10’ 025’ 25’ 50’5’5’
VERTICAL SCALE HORIZONTAL SCALE
PREPARED IN THE OFFICE OF:
PLANS ONLYUTILITY CONSTRUCTION
G
GERG .R
SEM
A
J
A
NILORAC HTR
O
N
LANOISSEF
O
RP
REENIGNE
LAES
87873
Unless All Signatures CompletedDocument Not Considered Final
DESIGNED BY: JRG
CHECKED BY: JRG
UTILITY CONSTRUCTION
DRAWN BY: TK
SHOWN ON THIS SHEETWATER LINE CONSTRUCTION
SIMPSON - I95
WATER MAIN EXTENSION
APPROVED BY: JRG
UC-3
11/30/18
PROJECT DETAILS
NOT TO SCALE
3
NOT TO SCALE
2NOT TO SCALE
1TYPICAL VALVE BOX INSTALLATIONTAPPING SLEEVE AND VALVE
ELEVATION
PLAN
NOTES:
ENCASEMENT PRIOR TO INSTALLING SADDLE
SIDE OF SADDLE LOCATION WTH CONCRETE
PVC PIPES SHALL BE SUPPORTED EITHER
PROCTOR
SHALL BE A MIN. OF 95% STANDARD
ALL BACKFILL TO 2’-0" ABOVE PIPE
PRIOR TO POURING CONCRETE BLOCKING
WITH 10 MIL. POLYETHYLENE SHEETS
ALL FITTINGS SHALL BE COVERED
EXIST. MAIN
SLEEVE
NEW TAPPINGTRENCH WALL
UNDISTURBED
BLOCKING
CONCRETE
VALVE
NEW TAPPING
VALVE
NEW TAPPINGTRENCH WALL
UNDISTURBED
SLEEVE
NEW TAPPING
BLOCKING
CONCRETE
PIER
BOTTOM
UNDISTURBED
BEDDING
CRUSHED STONE
PAVEMENT REPLACEMENT
CONCRETE PAD
MINIMUM 3000 psi
VALVE BOX
GRADE
FINISHED
BAR AS SHOWN
2 RINGS OF #3 REINF
BAR AS SHOWN
2 RINGS OF #3 REINF
14" DIA.
23" DIA.
SAND FILL
VALVE BOX
SECTION A-A
PLAN
3’-0"
MIN
4"
4"
"4310
4"
2"
2"
"216
27" DIAMETER
WATER
AA
UC-4
UC-4UC-4NOT TO SCALE
3
UC-4
TO FUSIBLE PVC HDD
CONNECTION DETAIL - DIRECT BURY PIPE
LOCATIONS.
APPLY TO ALL VALVES AT ALL
FLANGES ARE COVERED. THIS WILL
POURED SO THAT NO FITTINGS OR
1’-2" x 1’-2" CONCRETE PAD TO BE
NATURAL GROUND
NATURAL GROUND
FLOW
2’(MAX.)
CROSS SECTION
CROSS SECTION
TRAPEZOIDAL DITCH
VEE DITCH
EDGE OF PAVEMENT
ISOMETRIC VIEW
PAVEMENT
SHLD.
SLOPEBACK
SLOPE
DITCH
STAKE2’ UPSLOPE
MATTING
STAKE2’ DOWNSLOPE
STAKE2’ UPSLOPE
MATTING
STAKE2’ DOWNSLOPE
TOP VIEW
6’(MIN.)
12"(MIN.)
EXCELSIOR WATTLE
STAKEUPSLOPE
STAKEDOWNSLOPE
MATTING
MATTING
See Inset B
INSET B
STAPLES
VAR.
2’(MIN.)
2 IN.
See Inset A
INSET A
STAKES
STANDARD SPECIFICATIONS.
INSTALL MATTING IN ACCORDANCE WITH SECTION 1631 OF THE
BOTH SIDES OF WATTLE AND AT EACH END TO SECURE IT TO THE SOIL.
INSTALL STAPLES APPROXIMATELY EVERY 1 LINEAR FOOT ON
FORMED INTO A U SHAPE NOT LESS THAN 12" IN LENGTH.
PROVIDE STAPLES MADE OF 0.125 IN. DIAMETER STEEL WIRE
STAKES AT AN ANGLE TO WEDGE WATTLE TO BOTTOM OF DITCH.
INSTALL A MINIMUM OF 2 UPSLOPE STAKES AND 4 DOWNSLOPE
WASH AROUND WATTLE AND SCOUR DITCH SLOPES AND AS DIRECTED.
ONLY INSTALL WATTLE(S) TO A HEIGHT IN DITCH SO FLOW WILL NOT
CROSS SECTION.
USE 2 FT. WOODEN STAKES WITH A 2 IN. BY 2 IN. NOMINAL
USE MINIMUM 12 IN. DIAMETER EXCELSIOR WATTLE.
NOTES:
NOT TO SCALE
5
UC-4
WATTLE DETAIL
UC-4A
1631.01 - MATTING INSTALLATION (TEMPORARY DITCH LINER)
1630.05 - TEMPORARY DIVERSION (DRAINAGE SLOPE)
1607.01 - CONSTRUCTION ENTRANCE
1606.01 - SPECIAL SEDIMENT CONTROL FENCE
1605.01 - TEMPORARY SILT FENCE
REFER TO NCDOT STANDARD DETAILS FOR THE FOLLOWING:
SHEET NO.
REVISED:
0 10’ 025’ 25’ 50’5’5’
VERTICAL SCALE HORIZONTAL SCALE
PREPARED IN THE OFFICE OF:
PLANS ONLYUTILITY CONSTRUCTION
G
GERG .R
SEM
A
J
A
NILORAC HTR
O
N
LANOISSEF
O
RP
REENIGNE
LAES
87873
Unless All Signatures CompletedDocument Not Considered Final
DESIGNED BY: JRG
CHECKED BY: JRG
UTILITY CONSTRUCTION
DRAWN BY: TK
SHOWN ON THIS SHEETWATER LINE CONSTRUCTION
SIMPSON - I95
UC-xWATER MAIN EXTENSION
APPROVED BY: JRG
1. 2.
A CLEAN EDGE (TYP.)
SAW CUT TO PROVIDE
PAVEMENT SHALL BE
BACKFILLED (TYP.)
TRENCH HAS BEEN
SAWCUT AFTER
(TYP.)
TRENCH EXCAVATION
SAWCUT PRIOR TO
CONCRETE, BUT NO CASE LESS THAN 6 INCHES THICK.
" THICKER THAN EXISTING21NEW CONCRETE
8" CRUSHED STONE.
TYP S9.5A.
2" BITUMINOUS CONCRETE SURFACE COURSE
6" OF CRUSHED STONE.
AREA TO BE TAMPED.
NOTE: SEE SPECIFICATIONS FOR GRAVEL DRIVES.
A.
B.
C.
D.
E.
EXISTING PAVEMENT
12" 12" 12"
12"
12"
12"
(NON-STATE ROADS)
PAVED ROADS
ASPHALT
PAVED DRIVE
PRIVATE ASPHALT
CONCRETE DRIVE
PRIVATE
DAYS FROM THE DATE THE CUT WAS MADE.
REPAIRED WITHIN A MAXIMUM OF THREE (3)
PAVEMENT ON NON-STATE ROADS SHALL BE
THE NCDOT DISTRICT ENGINEER.
ALLOWED WITHOUT PRIOR APPROVAL FROM
OPEN CUT OF NCDOT ROADWAYS WILL NOT BE
ROADS
UNPAVED
A
C D
A A
D C B
E
A
2000PV (TYP.)
EBAA MEGALUG SERIES
DUCTILE IRON FITTING
MECHANICAL JOINT
AN
GLE
HD
D E
NT
RY
D.I.P. OR PVC
DIRECT BURY
FUSIBLE PVC
11/30/18
11/30/18
SHEET NO.
REVISED:
0 10’ 025’ 25’ 50’5’5’
VERTICAL SCALE HORIZONTAL SCALE
PREPARED IN THE OFFICE OF:
PLANS ONLYUTILITY CONSTRUCTION
G
GERG .R
SEM
A
J
A
NILORAC HTR
O
N
LANOISSEF
O
RP
REENIGNE
LAES
87873
Unless All Signatures CompletedDocument Not Considered Final
DESIGNED BY: JRG
CHECKED BY: JRG
UTILITY CONSTRUCTION
DRAWN BY: TK
SHOWN ON THIS SHEETWATER LINE CONSTRUCTION
SIMPSON - I95
WATER MAIN EXTENSION
APPROVED BY: JRG
184.4
20+
00
21+
00
22+
00
23+
00
24+
00
10+00
11+00
12+00
13+00
14+00
15+00
16+
00
17+
00
18+
00
19+
00
B-1
B-2
TG
V
GV
I-95 SOUTH
I-95 NORTH
6" Water Main (Approx)
Asphalt Pavement
Asphalt Pavement
Asphalt Pavement
Woods
Woods
Woods
Woods
Woods
FH
R/WR/W
NC
DO
T R/W (W
IDT
H V
ARIE
S)
Property Line (Approx)
(10’ MIN. INSIDE R/W)
6" WATER MAIN
UC-5
SEE S
HEET U
C-6
MA
TC
HLIN
E STA 24+
00
STA. 10+37+/-
BEGIN HDD
BEGIN STA. 10+00
AND INSTALL NEW 6" TAPPING SLEEVE & VALVE.
CONTRACTOR SHALL LOCATE EX. 6" WATER MAIN
STA. 14+77+/-
END HDD
1.
2.
3.
AS WORK ALLOWS. (SEE DETAIL)
MATTING FOR EROSION CONTROL ON ENTIRE SLOPE
FOR SLOPES EXCAVATED GREATER THAN 10 FEET, INSTALL
ADJACENT TO PERMITTED WETLANDS AS WORK ALLOWS.
PLACE MATTING FOR EROSION CONTROL ON SLOPES
INSTALLED BY OPEN CUT.
THROUGH ALL WOODED AREAS WHERE WATER MAIN IS
CONTRACTOR SHALL CLEAR AND GRUB A 20’ WIDE PATH
NOTES:
BY HORIZONTAL DIRECTIONAL DRILLING
441 LF OF 6" FUSIBLE PVC (C900-DR18)
(SEE DETAIL)
WATTLE, TYP.
(SEE NCDOT DETAIL 1606.01)
SPECIAL SEDIMENT CONTROL FENCE
(SEE NCDOT DETAIL 1607.01)
CONSTRUCTION ENTRANCE
(SEE NCDOT DETAIL 1607.01)
CONSTRUCTION ENTRANCE
(SEE NCDOT DETAIL 1605.01)
SILT FENCE, TYP.
(SEE NCDOT DETAIL 1605.01)
SILT FENCE, TYP.
6" VALVE & BOX
11/30/18
24+00
25+00
26+00
27+00
28+
00
29+
00
30+00
31+00
32+00
33+00
34+00
35+00
36+00
37+00
GV
SHEET NO.
REVISED:
0 10’ 025’ 25’ 50’5’5’
VERTICAL SCALE HORIZONTAL SCALE
PREPARED IN THE OFFICE OF:
PLANS ONLYUTILITY CONSTRUCTION
G
GERG .R
SEM
A
J
A
NILORAC HTR
O
N
LANOISSEF
O
RP
REENIGNE
LAES
87873
Unless All Signatures CompletedDocument Not Considered Final
DESIGNED BY: JRG
CHECKED BY: JRG
UTILITY CONSTRUCTION
DRAWN BY: TK
SHOWN ON THIS SHEETWATER LINE CONSTRUCTION
SIMPSON - I95
UC-xWATER MAIN EXTENSION
APPROVED BY: JRG
I-95 SOUTHAsphalt Pavement
R/W
Woods
W o o d s
Woods
Woods
R/W
Property Line (Approx)
Pro
perty Lin
e (
Appro
x)
Property Line
(Approx)
Asphalt Pavement
Asphalt Pav
ement
PROPERTY LINE)
(10’ MIN. INSIDE
6" WATER MAIN
(10’ MIN. INSIDE R/W)
6" WATER MAIN
Woods
1.
2.
3.
AS WORK ALLOWS. (SEE DETAIL)
MATTING FOR EROSION CONTROL ON ENTIRE SLOPE
FOR SLOPES EXCAVATED GREATER THAN 10 FEET, INSTALL
ADJACENT TO PERMITTED WETLANDS AS WORK ALLOWS.
PLACE MATTING FOR EROSION CONTROL ON SLOPES
INSTALLED BY OPEN CUT.
THROUGH ALL WOODED AREAS WHERE WATER MAIN IS
CONTRACTOR SHALL CLEAR AND GRUB A 20’ WIDE PATH
NOTES:
SEE SH
EET U
C-5
MA
TC
HLIN
E STA 24+
00
SEE
SHEE
T UC-7
MATC
HLI
NE
STA
37+00
UC-6
Co
mpass Cre
ek
20’
30’
30’
20’
Zone 1 Tar-
Pam Riparian B
uffer
Zone 2 Tar-
Pam Riparian B
uffer
Zone 1 Tar-
Pam Riparian B
uffer
Zone 2 Tar-
Pam Riparian B
uffer
BY HORIZONTAL DIRECTIONAL DRILLING
271 LF OF 6" FUSIBLE PVC (C900-DR18)
ST
A. 3
0+
48+/-
BE
GIN H
DD
ST
A. 3
3+19+/-
EN
D H
DD
REQUIRED IN THIS AREA, TYP.
SEVEN (7) DAY STABILIZATION
REQUIRED IN THIS AREA, TYP.
SEVEN (7) DAY STABILIZATION
(SEE DETAIL)
WATTLE, TYP.
(SEE NCDOT DETAIL 1606.01)
SPECIAL SEDIMENT CONTROL FENCE
(SEE NCDOT DETAIL 1606.01)
SPECIAL SEDIMENT CONTROL FENCE
(SEE NCDOT DETAIL 1606.01)
SPECIAL SEDIMENT CONTROL FENCE
(SEE NCDOT DETAIL 1606.01)
SPECIAL SEDIMENT CONTROL FENCE
(SEE NCDOT DETAIL 1605.01)
SILT FENCE, TYP.
(SEE NCDOT DETAIL 1630.05)
TEMPORARY SLOPE DRAIN
(SEE NCDOT DETAIL 1630.05)
TEMPORARY SLOPE DRAIN
(SEE NCDOT DETAIL 1630.05)
TEMPORARY SLOPE DRAIN
6" VALVE & BOX
11/30/18
I
WV
I
WV
I
WV
I
WV
I
WV
I
WV
T T
T
ET
T
IWV
I
WV
I
WV
I
WV
I
WV
I
WV
37+00
38+00
39+00
40+00
41+00
42+00
43+00
44+00
45+
00
46+00
47+00
GV PFH
GVGV
SHEET NO.
REVISED:
0 10’ 025’ 25’ 50’5’5’
VERTICAL SCALE HORIZONTAL SCALE
PREPARED IN THE OFFICE OF:
PLANS ONLYUTILITY CONSTRUCTION
G
GERG .R
SEM
A
J
A
NILORAC HTR
O
N
LANOISSEF
O
RP
REENIGNE
LAES
87873
Unless All Signatures CompletedDocument Not Considered Final
DESIGNED BY: JRG
CHECKED BY: JRG
UTILITY CONSTRUCTION
DRAWN BY: TK
SHOWN ON THIS SHEETWATER LINE CONSTRUCTION
SIMPSON - I95
UC-xWATER MAIN EXTENSION
APPROVED BY: JRG
37+00
38+00
39+00
40+00
41+00
42+00
43+00
44+00
45+
00
46+00
47+00
I-95 SOUTHAsphalt Pavement
Asph
alt Pa
vement
Asp
halt P
arkin
g
Asp
halt P
arkin
g
Asphalt Parking
R/WR/W
30" R
CP
30" R
CP
Asphalt Parking30" R
CP
30" R
CP
6" x 3" TEE
8" Sa
nitar
y Sew
er (A
pprox)
8" Sanitary Sewer (A
ppro
x)
2" Water Line (A
pprox)
Woods
Woods
Woods
6" VALVE AND BOX
RECONNECT TO EXISTING SERVICE
CAP EXISTING SERVICE LINE
Woods
1.
2.
3.
AS WORK ALLOWS. (SEE DETAIL)
MATTING FOR EROSION CONTROL ON ENTIRE SLOPE
FOR SLOPES EXCAVATED GREATER THAN 10 FEET, INSTALL
ADJACENT TO PERMITTED WETLANDS AS WORK ALLOWS.
PLACE MATTING FOR EROSION CONTROL ON SLOPES
INSTALLED BY OPEN CUT.
THROUGH ALL WOODED AREAS WHERE WATER MAIN IS
CONTRACTOR SHALL CLEAR AND GRUB A 20’ WIDE PATH
NOTES:
STA. 37+60+/-
BEGIN H
DD
STA. 39+29+/-
EN
D H
DD
Bldg
Bldg
Conc S/
W
(SEE REPAIR DETAIL)
OPEN-CUT SIDEWALK
3" WATER MAIN
Inv Out=145.16
Inv In=145.26
Rim=150.86
SSMH
Inv=140.84
Rim=147.43
CB
Inv Out=142.20
Inv In=142.33
Rim=149.14
CB
CO
CO
CO
CO
" W
ater Service (
Appro
x)
43
Sew
er S
ervice Lin
e (A
ppro
x)
" Water Service (A
pprox)
43
UC-7
SEE SHEET
UC-6
MATC
HLI
NE STA 37+
00
" Water Line (
Approx)
212
" W
ater Line (Appro
x)
212
"" Water S
ervice (A
ppro
x)
211
INSET "A"
BY HORIZONTAL DIRECTIONAL DRILLING
175 LF OF 6" FUSIBLE PVC (C900-DR18)
THIS SHEET
SEE INSET "A"
GV
(3X SCALE)
"" Water S
ervice (A
ppro
x)
211
8" Sa
nitar
y Sew
er (A
pprox)
" Water Line (
Approx)
212
Inv=145.15
Rim=148.92
CI
(10’ MIN. FROM BOC)
6" WATER MAIN
POWER, TYP.
NEW WATER MAIN AND EXISTING
10’ MIN. SEPARATION BETWEEN30" RCP
ASSEMBLY
FIRE HYDRANT
3" W
ater Lin
e (A
ppro
x)
GV
INSET "B"(3X SCALE)
3" Water Line (A
pprox)
" Water Service (A
pprox)
43
3" x 3" TEE (CUT-IN)
6" x 3" REDUCER
6" VALVE & BOX
6" WATER MAIN
THIS SHEET
SEE INSET "B"
THICK #57 STONE
APPROX. 3,000 SF OF MIN. 6"
WITHIN SILT FENCE
STAGING/STORAGE AREA
(SEE NCDOT DETAIL 1607.01)
CONSTRUCTION ENTRANCE
(SEE NCDOT DETAIL 1607.01)
CONSTRUCTION ENTRANCE
(SEE NCDOT DETAIL 1605.01)
SILT FENCE, TYP.
DETAIL 1605.01)
(SEE NCDOT
SILT FENCE, TYP.
6" VALVE & BOX
11/30/18
SHEET NO.
REVISED:
UTILITY CONSTRUCTION
DRAWN BY: TK
0 10’ 025’ 25’ 50’5’5’
VERTICAL SCALE HORIZONTAL SCALE
PREPARED IN THE OFFICE OF:
PLANS ONLYUTILITY CONSTRUCTION
Unless All Signatures CompletedDocument Not Considered Final
5/28/99
$$$$$$
SY
STIM
E$$$$$
$$$$$$$$$$$$$$$$
DG
N$$$$$$$$$$$$$$$$
$$$$
US
ER
NA
ME$$$$
UC-x
DESIGNED BY: JRG
CHECKED BY: JRG
G
GERG .R
SEM
A
J
A
NILORAC HTR
O
N
LANOISSEF
O
RP
REENIGNE
LAES
87873
SHOWN ON THIS SHEETWATER LINE CONSTRUCTION
APPROVED BY: JRG
SIMPSON - I95
WATER MAIN EXTENSION
GV
TGV
GV
190
190
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00
24+00 25+00 26+00 27+00 28+0 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00
200
180
170
160
150
140
130
120
110
180
170
160
150
140
200
210
220
230
190
180
170
160
150
140
200
190
200
180
170
160
150
140
130
120
110
I-95 N
orth
I-95 S
outh
Co
mpass Creek
441 LF OF 6" FUSIBLE PVC (C900-DR18) BY HORIZONTAL DIRECTIONAL DRILL
Ex. Grade Ex. Grade
Ex. Grade
Ex. Grade
Ex. Grade
Ex. Grade
to R
est Area
I-95 N
orthbound R
am
p
STA. 27+61+/-
UC-8
R/W
COVER
3’-0" MIN.
6" C900 PVC WATER MAIN
6" C900 PVC WATER MAIN
271 LF OF 6" FUSIBLE PVC (C900-DR18) BY HORIZONTAL DIRECTIONAL DRILL
COVER
3’-0" MIN.
TYP. (SEE DETAIL)
RESTRAINT FITTING,
6" C900 W/ JOINT
TYP. (SEE DETAIL)
RESTRAINT FITTING,
6" C900 W/ JOINT
15’
MIN.
15’
MIN.
WATER MAIN
JOINT RESTRAINT
C900 PVC W/
37 LF OF 6"
ST
A. 10+
00+/-
ST
A. 10+
37+/-
ST
A. 14+
78+/-
ST
A. 16+
38+/-
STA. 15+21+/-
STA. 15+25+/-
COVER
3’-0" MIN.
WATER MAIN
JOINT RESTRAINT
C900 W/ PVC
24 LF OF 6"
WATER MAIN
PVC W/ JOINT RESTRAINT
60 LF OF 6" C900
WATER MAIN
PVC W/ JOINT RESTRAINT
60 LF OF 6" C900
Zone 1 - 3
0’ Rip
aria
n B
uffer
Zone 2 - 2
0’ Rip
aria
n B
uffer
Zone 1 - 3
0’ Rip
aria
n B
uffer
Zone 2 - 2
0’ Rip
aria
n B
uffer
TYP. (SEE DETAIL)
RESTRAINT FITTING,
6" C900 W/ JOINT
TYP. (SEE DETAIL)
RESTRAINT FITTING,
6" C900 W/ JOINT
ST
A. 27+
49+/-
ST
A. 27+
73+/-
ST
A. 29+
88+/-
ST
A. 30+
48+/-
ST
A. 33+
19+/-
ST
A. 33+
79+/-
ST
A. 35+
86+/-
ST
A. 38+
00+/-
10’
MIN.
6" C900 PVC WATER MAIN
6" C900 PVC WATER MAIN
STA. 10+00+/-
6" TAPPING SLEEVE & VALVE
ST
A. 37+
60+/-
TYP. (SEE DETAIL)
RESTRAINT FITTING,
6" C900 W/ JOINT
STA. 36+65+/- STA. 36+77+/-
(Approx)
Main
Ex. 6" Water
JOINT RESTRAINT WATER MAIN
174 LF OF 6" C900 PVC W/
DIRECTIONAL DRILL
HORIZONTAL
PVC (C900-DR18) BY
6" FUSIBLE
40 LF OF
STA. 36+89+/-
6" VALVE & BOX
STA. 15+35+/-
6" VALVE & BOX
WATER MAIN
JOINT RESTRAINT
161 LF OF 6" C900 PVC W/
11/30/18
SHEET NO.
REVISED:
UTILITY CONSTRUCTION
DRAWN BY: TK
0 10’ 025’ 25’ 50’5’5’
VERTICAL SCALE HORIZONTAL SCALE
PREPARED IN THE OFFICE OF:
PLANS ONLYUTILITY CONSTRUCTION
Unless All Signatures CompletedDocument Not Considered Final
5/28/99
$$$$$$
SY
STIM
E$$$$$
$$$$$$$$$$$$$$$$
DG
N$$$$$$$$$$$$$$$$
$$$$
US
ER
NA
ME$$$$
DESIGNED BY: JRG
CHECKED BY: JRG
G
GERG .R
SEM
A
J
A
NILORAC HTR
O
N
LANOISSEF
O
RP
REENIGNE
LAES
87873
SHOWN ON THIS SHEETWATER LINE CONSTRUCTION
APPROVED BY: JRG
SIMPSON - I95
WATER MAIN EXTENSION
GV
GV
GV
150
140
130
120
110
100
160
170
180
190
150
140
130
120
110
100
160
38+00 39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00
Ex. Grade
Ex. Grade (Approx)
2" Water Line (Approx)
" Water Service43
(Approx)
3" Water Line
Exit R
am
p / Drive fro
m R
est
Are
a
6" C900 PVC WATER MAIN
TYP. (SEE DETAIL)
RESTRAINT FITTING,
6" C900 W/ JOINT
ST
A. 38+
00+/-
ST
A. 44+
57+/-
ST
A. 47+
63+/-
10’
MIN.
COVER
3’-0" MIN.
COVER
3’-0" MIN.
UC-9
ST
A. 39+
29+/-
ST
A. 40+
75+/-
(Approx)
Inv=145.84+/-
8" Gravity Sewer
(Approx)
2" Water Line
COVER
3’-0" MIN.
2’-0" MIN.
12" MIN. SEPARATION
(Approx)
Inv=140.93
30" RCP
DIRECTIONAL DRILL
(C900-DR18) BY HORIZONTAL
129 LF OF 6" FUSIBLE PVC
306 LF OF 6" C900 W/ PVC JOINT RESTRAINT WATER MAIN
STA. 47+61+/-
6" VALVE & BOX
STA. 47+53+/-
BEND
STA. 46+35+/-
FIRE HYDRANT TEE
STA. 45+60+/-
6" VALVE & BOX
STA. 45+53+/-
6" x 3" TEE
STA. 47+62+/-
6" x 3" REDUCER
WATER MAIN
JOINT RESTRAINT
147 LF OF 6" C900 PVC W/
STA. 39+81+/-
STA. 39+72+/-
6" VALVE & BOX
11/30/18