20200679 Ver 1_2020.03.27 JoCo 385 Issued For Permit NFC Plan Set_20200521

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STATE MAP
NOT TO SCALE
PROJECT NAME:
JOHNSTON COUNTY 385 WEST TRANSMISSION IMPROVEMENTS
OWNER:
JOHNSTON COUNTY PUBLIC UTILITIES
DISTRICT AND COUNTY BOARD OF COMMISSIONERS:
TED G. GODWIN, CHAIRMAN
CHAD M. STEWART, VICE-CHAIRMAN
JEFFREY P. CARVER
LARRY WOOD
TONY BRASWELL
PATRICK E. HARRIS
R.S. "BUTCH" LAWTER. JR.
MANAGER
RICK J. HESTER
...AROR*111
USlpy9� 9
SEA
46 .......(
MCBa4&CREED
Venture IV Building, Suite 500
1730 Varsity Drive
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
NC License# F-1222
www.mckimcreed.com
PROJECT INFORMATION
JOHNSTON COUNTY 385 WEST
TRANSMISSION IMPROVEMENTS
PROJO NO. 0035811111111111110141
MARCH 27,2020
ISSUED FOR PERMITTING NOT FOR CONSTRUCTION
Sheet List Table
Sheet Number
Sheet Title
GENERAL
G1
COVER SHEET
G2
GENERAL NOTES AND LEGEND
G3
SHEET INDEX MAP AND SURVEY CONTROL
CIVIL
C1
FIRE DEPT RD STA. 1+00 - STA. 11+53
C2
FIRE DEPT RD STA. 11+53 - STA. 16+24
C3
POWHATAN RD STA. 20+00 - STA. 30+42
C4
POWHATAN RD STA. 30+42 - STA. 40+55
C5
POWHATAN RD STA. 40+55 - STA. 51+25
C6
POWHATAN RD STA. 51+25 - STA. 61+65
C7
POWHATAN RD STA. 61+65 - STA. 72+05
C8
POWHATAN RD STA. 72+05 - STA. 82+45
C9
POWHATAN RD STA. 82+45 - STA. 85+34
C10
GORDON RD STA. 100+00 - STA. 109+40
C11
GORDON RD STA. 109+40 - STA. 118+80
C12
GORDON RD STA. 118+80 - STA. 128+20
C13
GORDON RD STA. 128+20 - STA. 137+60
C14
GORDON RD STA. 137+60 - STA. 147+08
C15
GORDON RD STA. 147+08 - STA. 156+48
C16
GORDON RD STA. 156+48 - STA. 165+88
C17
GORDON RD STA. 165+88 - STA. 175+23
C18
GORDON RD STA. 175+23 - STA. 184+68
C19
GORDON RD STA. 184+68 - STA. 194+45
C20
GORDON RD STA. 194+45 - STA. 205.57
C21
GORDON RD STA. 205+57 - STA. 213+90
C22
GORDON RD STA. 213+90 - STA. 221+82
C23
GORDON RD STA. 221+82 - STA. 231+31
C24
GORDON RD & US HWY 70 STA. 231+31 - STA. 241+22
C25
US HWY 70 STA. 241+22 - STA. 250+60
C26
US HWY 70 STA. 250+60 - STA. 259+84
C27
US HWY 70 STA. 260+84 - STA. 269+26
C28
US HWY 70 STA. 270+26 - STA. 277+30
DETAILS
D1
JOHNSTON COUNTY STANDARD WATER DETAILS
D2
JOHNSTON COUNTY STANDARD WATER DETAILS
D3
JOHNSTON COUNTY STANDARD WATER DETAILS
D4
PAVEMENT REPAIR & MISC DETAILS
D5
EROSION AND SEDIMENT CONTROL DETAILS
D6
EROSION AND SEDIMENT CONTROL DETAILS
D7
EROSION AND SEDIMENT CONTROL DETAILS
D8
EROSION AND SEDIMENT CONTROL DETAILS
Know what's below.
Call before you dig.
SHEET INDEX
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I:\00358\0141\WATER\80-DRAWINGS\GENERAL\G.01-003580141-J000385-COVER.DWG - - - - 03/27/2020 10:14:21 DAVID HAMMOND

1 1 ABBREVIATIONS
A
AIR
AC
ASBESTOS CEMENT
AL OR ALUM
ALUMINUM
ASPH
ASPHALT
ARV
AIR RELEASE VALVE
BC
BACK OF CURB
BFV
BUTTERFLY VALVE
BLD
BLIND
BO
BLOW OFF VALVE
BV
BALL VALVE
CAN
CABLE TELEVISION
CB
CATCH BASIN
C&G
CURB AND GUTTER
CI
CURB INLET
C/L,
CENTERLINE
CMP
CORRUGATED METAL PIPE
CMU
CONCRETE MASONRY UNIT
CO
CLEAN OUT
CON
CONCENTRIC
CONIC
CONCRETE
CPLG
COUPLING
CPP
CORRUGATED PLASTIC PIPE
CV
CHECK VALVE
D
DRAIN
DI
DROP INLET / DUCTILE IRON
DIP
DUCTILE IRON PIPE
D/W
DRIVE WAY
DWG
DRAWING
EL OR ELEV
ELEVATION
EOG
EDGE OF GRAVEL
EP, EDP
EDGE OF PAVEMENT
EX
EXISTING
EXP
EXPANSION
LP
LIGHT POLE
FICA
FLANGE COUPLING ADAPTER
FD
FLOOR DRAIN
FFE
FINISHED FLOOR ELEVATION
FH
FIRE HYDRANT
FIN
FINISHED
FHA
FIRE HYDRANT ASSEMBLY
FLG
FLANGE
FLEX
FLEXIBLE
FLR
FLOOR
FM
FORCE MAIN
FRP
FIBERGLASS REINFORCED PIPE
FO
FIBER OPTIC
FOT
FLAT ON TOP
GL
GUTTER LINE
GRAV
GRAVEL
GTS
GAS TEST STATION
GV
GATE VALVE
GW
GUY WIRE
HDPE
HIGH -DENSITY POLYETHYLENE
HP
HIGH POINT
HWL
HIGH WATER LEVEL
INV
INVERT ELEVATION
IPF
IRON POST FOUND
JB
JUNCTION BOX
JT
JOINT
LF
LINEAR FEET
LOD
LIMITS OF DISTURBANCE
LP
LOW POINT
LR
LONG RADIUS
LWL
LOW WATER LEVEL
MB
MAIL BOX
MAX
MAXIMUM
MH
MANHOLE
MIN
MINIMUM
MJ
MECHANICAL JOINT
N.C.
NORMALLY CLOSED
N.O.
NORMALLY OPEN
NIC
NOT IN CONTRACT
NWL
NORMAL WATER LEVEL
OHE/OE
OVER HEAD ELECTRIC
O/F
OVERFLOW
OU
OVER HEAD UTILITIES
PE
PLAIN END
POL
POLYMER
PP
POWER POLE
PRV
PRESSURE REDUCING VALVE
PTFE
POLYTETRAFLUOROETHYLENE
PV
PLUG VALVE
PVC
POLY VINYL CHLORIDE
PW
POTABLE WATER
RCP
REINFORCED CONCRETE PIPE
REC
PER RECORD
RED
REDUCER
RFCA
RESTRAINED FLANGE COUPLING ADAPTER
RJ
RESTRAINED JOINT
R/W, ROW
RIGHT OF WAY
SDMH
STORM DRAIN MANHOLE
SS
SANITARY SEWER
S.S.
STAINLESS STEEL
SSMH
SANITARY SEWER MANHOLE
STA
STATION
SUE
SUBSURFACE UTILITY ENGINEERING
S/W
SIDE WALK
SVC
SERVICE
TBM
TEMPORARY BENCH MARK
TIC
TERRA COTTA
TOB
TOP OF BANK
TOC
TOP OF CONCRETE
TOG
TOP OF GRATING
TOS
TOP OF SLAB
TOW
TOP OF WALL
TH
TEST HOLE
TPF
TREE PROTECTION FENCE
TYP
TYPICAL
LINO
UNLESS NOTED OTHERWISE
UNK
UNKNOWN
VCP
VITRIFIED CLAY PIPE
WL
WATER LINE
WM IWATER
METER
WV IWATER
VALVE
WWF IWELDED
WIRE FABRIC
YI IYARD
INLET
3
FEXISTING LINE LEGEND
DESCRIPTION
UNETYPE
UNDERGROUND CABLE TV
- - -TV- -
- - -TV(R)-
- - -E- -
- - -E(R) - - -
- - -Fo
- --FO(R)- - -
- - -FM- - -
- - - FM(R)- - -
- - -G- - -
- - -G(R)- - -
ou
- - -R- - -
- - -R(R)- - -
___SS___
- - - SS(R)- - -
UNDERGROUND PER RECORD CABLE TV
UNDERGROUND ELECTRIC
PER RECORD UNDERGROUND ELECTRIC
UDERGROUND FIBER OPTIC
PER RECORD UNDERGROUND FIBER OPTIC
SANITARY SEWER FORCEMAIN
PER RECORD SANITARY SEWER FORCE MAIN
UNDERGROUND GAS
UNDERGROUND PER RECORD GAS
OVER HEAD UTILITIES
RECLAIMED WATER LINE
PER RECORD RECLAIMED WATER LINE
GRAVITY SANITARY SEWER
PER RECORD GRAVITY SANITARY SEWER
STORM DRAINAGE
-r- - -
- - -T(R)- - -
-D- - -
---w---
UNDERGROUND TELEPHONE
UNDERGROUND PER RECORD TELEPHONE
UNDERGROUND UNKNOWN
WATER LINE
PER RECORD WATER LINEFENCE
GUARD GUARD RAIL
e e
BACK OF CURB
EASEMENT
EDGE OF GRAVEL
EDGE OF PAVEMENT
- - -
PROPERTY LINE
RIGHT OF WAY
ROAD CENTER LINE
-100FP- -
- - -Z2- - -
- -
---�---
100 YEAR FLOODPLAIN
DITCH
MAJOR CONTOUR
MINOR CONTOUR
RIPARIAN BUFFER ZONE 1-
RIPARIAN BUFFER ZONE 2
TOP OF BANK
TREELINE
WATERCOURSE q-
WETLAND BOUNDARY
REV.NO.
DESCRIPTION
DATE
D
j ISSUED FOR PERMITTING - NOT FOR CONSTRUCTION
03127/20
C
90%DESIGN- NOT FOR CONSTRUCTION
03H 920
R
60% DESIGN -NOT FOR CONSTRUCTION
02107/20
A
30% DESIGN -NOT FOR CONSTRUCTION
11115/19
REVISIONS
8 1 GENERAL NOTES
GENERAL/ CONSTRUCTION NOTES
1. ALL UNDERGROUND UTILITIES ARE APPROXIMATE LOCATION UNLESS OTHERWISE NOTED. CONTRACTOR TO
VERIFY SIZE, DEPTH, LOCATION AND MATERIAL OF ALL EXISTING UTILITIES PRIOR TO THE START OF
CONSTRUCTION. CONTRACTOR SHALL CONTACT 'N.C. ONE CALL CENTER' MIN. 48 HOURS PRIOR TO THE
START OF CONSTRUCTION (1-800-632-4949).
2. THE UNDERGROUND UTILITIES INDICATED ON THE PLANS HAVE BEEN TAKEN FROM INFORMATION MADE
AVAILABLE FROM THE VARIOUS UTILITY OWNERS. THIS INFORMATION IS NOT INCLUSIVE OF ALL EXISTING
UNDERGROUND UTILITIES AND CABLES. THE CONTRACTOR IS ADVISED THAT ADDITIONAL UNDERGROUND
UTILITIES AND CABLES MAY EXIST WHICH ARE NOT SHOWN ON THE PLANS. PLEASE BE ADVISED THAT THE
UNDERGROUND UTILITIES AND CABLES COULD CONFLICT WITH THE WATER MAIN CONSTRUCTION AS SHOWN.
THE OWNER WILL WORK WITH THE CONTRACTOR TO REALIGN THE WATER MAIN AND APPURTENANCES TO
MINIMIZE CONFLICTS. THE OWNER WILL NOT CONSIDER REQUEST FOR ADDITIONAL COMPENSATION DUE TO
THE PRESENCE OF CONFLICTING UTILITIES AND CABLES THAT ARE NOT SHOWN ON THE PLANS. REFER TO
SPC-23 OF SECTION 18-SPECIAL PROJECT CONDITIONS FOR MORE INFORMATION.
3. CONTRACTOR SHALL COMPLY WITH APPROVED N.C.D.O.T. AND NORTH CAROLINA RAILROAD COMPANY
ENCROACHMENT AGREEMENTS WHILE WORKING WITHIN THE AGENCIES RIGHT-OF-WAYS.
4. CONTRACTOR TO INSTALL EROSION CONTROL MEASURES PRIOR TO THE START OF CONSTRUCTION.
5. ACCESS TO EACH RESIDENCE AND BUSINESS SHALL BE MAINTAINED AT ALL TIMES.
6. ALL DISTURBED AREAS SHALL BE RESEEDED WITH LIKE GRASSES IN RESIDENTIAL AREAS. DISTURBED AREAS
LEFT INACTIVE BETWEEN ANY PHASE OF GRADING SHALL BE TEMPORARILY SEEDED WITHIN 7 WORKING DAYS
OR 14 CALENDAR DAYS, WHICHEVER IS SHORTER. PROVISIONS FOR PERMANENT GROUND COVER MUST BE
ACCOMPLISHED ON EXPOSED SLOPES WITHIN 21 CALENDAR DAYS, AND IN REMAINING AREAS WITHIN 15
WORKING DAYS OR 90 CALENDAR DAYS, WHICHEVER IS SHORTER.
7. TRAFFIC FLOW SHALL BE MAINTAINED, WITH A MINIMUM OF ONE LANE OPEN, AT ALL TIMES DURING
CONSTRUCTION.
8. REPAIR AND REPLACEMENT OF HEADWALLS, MAILBOXES, DRIVEWAY CULVERTS, DRAIN PIPES, ROOF LEADERS
AND DRAINS, RETAINING WALLS, SIGNS, LANDSCAPING ETC. REQUIRED DUE BUT NOT SPECIFICALLY LISTED ON
THE BID FORM TO CONSTRUCTION ACTIVITIES SHALL BE INCLUDED IN THE COST OF THE PIPE.
9. CONTRACTOR SHALL REWORK ALL GRAVEL, CONCRETE, AND PAVED DRIVEWAYS WITH LIKE MATERIAL IN
ACCORDANCE WITH THE SPECIFICATIONS. ALL STREETS AND DRIVEWAYS SHALL BE SWEPT CLEAN OF DIRT
AND DEBRIS AT THE END OF EACH WORKING DAY.
10. CONTRACTOR SHALL COORDINATE WITH JOHNSTON COUNTY FOR ANY DISRUPTIONS OF THE NORMAL
OPERATION OF WATER AND SEWER SERVICES.
11. CONTRACTOR SHALL NOTIFY APPROPRIATE PERSON AND AGENCIES TWO WEEKS PRIOR TO THE BEGINNING OF
CONSTRUCTION:
A. DIRECTOR OF UTILITIES, JOHNSTON COUNTY. CHANDRA FARMER, PE, TELEPHONE NO.
919-209-8333.
13. CONTRACTOR SHALL PLACE ALL SPOIL MATERIAL ON THE UPHILL SIDE AWAY FROM ALL ROAD SIDE DITCHES,
CREEKS, AND WATER COURSES DURING CONSTRUCTION. ALL EXCAVATION SHALL BE BACKFILLED AND
ROADWAYS SWEPT, AT THE END OF EACH WORK DAY.
14. ALL DISTURBED DITCH LINES SHALL BE RESHAPED, RESEEDED, MULCHED, AND TACK COAT APPLIED.
WATTLES TO BE PLACED IN DITCHES AT THE END OF EACH WORK DAY. INSTALL WATTLES AT LOWER REACH
OF DISTURBANCE AT THE END OF EACH WORK DAY.
15. INSTALL SILT FENCE PERPENDICULAR TO NEW WATER MAIN AT CULVERTS UNTIL RIP -RAP IS INSTALLED OR
GRASS STABILIZED.
16.INSTALL 10 LINEAR FEET OF STRAW W/ NET AT OUTLET OF ALL DRIVEWAY PIPES AT AREAS WHERE DITCH
IS DENUDED, UNLESS OTHERWISE SHOWN.
v
v,NnJ/ & REED
Venture IV Building, Suite 500
1730 Varsity Drive
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
NC License# F-1222
www.mckimcreed.com
JOHNSTON
COUNTY
DEPARTMENT
OF UTILITIES
17. ALL DEWATERING SHALL BE DONE THROUGH SEDIMENT FILTER BAGS AS SHOWN ON THE EROSION AND
SEDIMENT CONTROL PLAN DETAILS.
18. IF BLASTING IS NECESSARY, CONTRACTOR SHALL INSTALL EROSION AND SEDIMENTATION CONTROL DEVICES
PER PLAN PRIOR TO DISTURBANCE.
19. LOCATIONS OF EROSION AND SEDIMENTATION CONTROL IN LAYDOWN AND STAGING AREAS MUST BE
MAINTAINED WITHIN THE EXISTING ROAD RIGHTS -OF -WAY OR EASEMENTS, UNLESS THE CONTRACTOR
OBTAINS WRITTEN PERMISSION FROM A PROPERTY OWNER TO USE THAT OWNER'S PRIVATE PROPERTY FOR
THESE PURPOSES.
20. CONTRACTOR SHALL INSTALL THE WATER MAIN WITHIN NCDOT ROW, THE NORTH CAROLINA RAILROAD
COMPANY ROW, TOWN OF WILSON'S MILLS ROW, OR THE EASEMENTS SHOWN.
21. CONTRACTOR SHALL INSTALL CONCRETE BLOCKING AT EVERY MJ FITTING AND INCLUDE THIS COST IN THE
PRICE OF THE FITTINGS.
22.CONTRACTOR SHALL ROD FITTINGS TO THE STEEL ENCASEMENT PIPE AT ALL BORE AND JACKS. THREADED
RODS GALVANIZED SHALL BE WELDED TO THE ENCASEMENT PIPE AND BOLTED TO THE FITTING ON BOTH
SIDES OF THE GLAND.
23. LIMITS OF DISTURBANCE (LAND DISTURBANCE) FOR CONSTRUCTION OF THIS PROJECT SHALL BE CONTAINED
WITHIN TEMPORARY AND PERMANENT EASEMENTS AS WELL AS ROAD RIGHT-OF-WAYS DENOTED ON THE
PLANS.
24. EXISTING SURFACE CONTOURS SHOWN WERE TAKEN FROM INFRAWORKS 2018. TOPOGRAPHIC SURVEY FOR
HORIZONTAL AND VERTICAL CONTROL WAS PERFORMED BY MCKIM AND CREED.
25.EASEMENT BOUNDARY SURVEYS WERE CONDUCTED BY MCKIM AND CREED IN TO BE COMPLETED.
26. IN ADDITION TO UTILIZING RECORD DRAWING DATA, EXISTING ABOVE -GRADE TOPOGRAPHIC FEATURES WERE
REFERENCED USING AERIAL PHOTOGRAPHY OF THE PROJECT AREAS TAKE FROM NC ONE MAP IN JANUARY
2018, OR FROM FIELD INVESTIGATIONS PERFORMED BY MCKIM AND CREED IN NOVEMBER 2019.
27. SOIL BORINGS WERE PERFORMED BY GEOTECHNOLOGIES, INC.
28. WETLAND AND STREAM FEATURES WERE SURVEYED BY MCKIM AND CREED IN JANUARY/FEBRUARY 2020.
29. CONCRETE DRIVEWAY REPAIRS TO BE FROM EXISTING EXPANSION JOINT TO OPEN CUT.
30. ALL NEW WATER MAINS TO BE PIGGED PER JOHNSTON COUNTY STANDARD SPECIFICATIONS UNLESS
OTHERWISE NOTED.
JOHNSTON COUNTY 385 WEST
TRANSMISSION IMPROVEMENTS
GENERAL
GENERAL NOTES AND LEGEND
PROJ. START DATE:
2019.NOV
MICE PROJ. #
00358-0141
DRAWN
DWH
DESIGNED
WOH
CHECKED
AJP
PROJ. MGR.
AJP
SCALE
G 2
HORIZONTAL:
1"=40'
DRAWING NUM
VERTICAL:
1..=4.
D
REVISION
STATUS: ISSUED FOR PERMITTING
NOT FOR CONSTRUCTION
I:\00358\0141\WATER\80-DRAWINGS\GENERAL\G.02-003580141-J000385-LEGENDGENNOTES.DWG 03/27/2020 10:14:25 DAVO HAMMOND

8
/ V U CONTROL POINT TABLE:
319.617� / POINT # NORTHING EASTING ELEV DESCRIPTION
RC-----------------------------
1 667382.16 _ _2191045.753_ _ 219.885_ _RC
7 m 2 - --668098.318 2191503.816 229.982 RC - - - - - -
311.721 - - - - - - - - - - - - - - - - - - - - - - - - - - - -
RC 3 674026.035 2189042.25 2_65.247_ _RC
Et0 C28 4_ - --674479.998 _2188594.3_26_ _ 2_67.79 _ _RC --- -- _ _ __ _ _
F PRM 5 670214.487 _2184137.571_ _ 2_41.16_2 _ _NCGS LB 26 3
P0N 123 303.368 6 ---------
- --670577.474 2183416.724 243.228 RC - _ _ _ - -
��P-------------------
RC 7 680844.247 2172232.507 311.721 RC
' C27 8----681528.-- 2171907.502-319_-- RC ------
100 671202.773 2183266.812 246.326 NS
101 671891.805 2182918.214 251.541 NS
122
I
102_ _ _672624.234 2182686.492 _ 258.924 NS _ _ _ _ _
\ 303.997 I 103- --673030.517 2182045.339 - 259.596- NS - - - - - -
NS C26 104 673004.233 2181257.431 250.548 NS
-----------------------------
721 105 673092.177 2180650.425 250.901 NS
-----------------------------
303.225 I 10_6 673436.701 _2179990.789_ _ 2_61.412 NS
_ - NS I 10_7- --674096.8_81 2179571.924_ _ 2_62.846_ _NS - - - - - -
120 I 0-108 - --674789.14 _ _2179201.908_ _ 2_70.472_ _NS -_ -_ -_ -_ -_ -_
298.873 I l // 109 675509.541 2178848.723 276.363 NS
RC c C25 / / / // -----------------------------
110 - --676253.139 2178468.012 _ 284.525 NS _ _ _
111 / l 111 _ --676869.937 2177941.009 - 306.681- NS -
C24 C23 C22 C21 C20 Ns . 681 / 112 - --676900.499 2177180.377 - 299.126- NS - - - - - -
1 I I _11_3 _ _ _676950.8_82_ _2176389.2_4 _ _ 2_88.62 _ _NS _ _ _ _ _ _
/ 11_4 _ _ _ 577045.5_5 _ _2175562.6_05_ _ 2_83.483_ _NS _ _ _ _ _ _
119 \ I i C19 I I / // // // 115 676759.289 2174605.855 287.364 NS
295.828 -----------------------------
NS 110 0khq T 11_6 _ _ _676912.224_ _2175172.809_ _ 2_82.241 _ _NS - - - - - -
716 114 113 112 284.525 qAN RD 117 676758.396 2174607.437 287.379 NS
118 115 283.483 - NS - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
293.042 287.364 282.241 NS (NS8.620 299.726 118 676935.915 2174045.079 293.042 NS
NS NS Ns NS C18 - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
_11_9 _ _ _677028.619_ _2173464.3_86_ _ 2_95.828_ _NS _
/
117 120 677837.873 2173290.885 298.873 RC
/
287379 ---------------------------
NS 109 276.363 C' / 121 _ _-678680.558 2173132.151_ - 303.225- NS -
NS 'QP �122 679407.439 2172853.739 _ 30- - NS _ _ _ _ _ _
NSF O C17 \ / rr123- --680113.758 2172554.006 303.368_ RC
108 267.790 200_ _ _667576.71 _ _2192096.5_89_ _ 230.306 _NS - - - - -
- - - - O \
270.472 -----------------------------
RC / 201 668744.752 2192013.869 243.671 NS
NS 202_ _ 669255.6_04_ _2192346.6_65 _ 2_41.987_ _PKS_
-- ,C9 / -----------------------------
C16 - 203 _669546.811 2191729.611 250.337 NS _ _ _ _
\ 3 204 669870.326 2191239.081 250.607 NS
265.247 / 205 670206.233 2190804.294 250.243 NS
262, 846 C15 - RC \ / / _ __ _ 206- --670844.017 2190565.96 - _ 251.069- NS - - - - -
NS _ _ 207 671553.904 2190209.132 245.925 NS
C8-----------------------------
- C14 C13 703 208_ _ _672239.134_ _2189816.739_ _ 2_55.657_ _NS _ _ _ _ _ _
259.596 210106 NS 7-] 250.719 209 672972.74 2189535.451 247.699 NS
267.412
NS C12 \ / 0 NS 210- --673548.28- 2189338.896 - 250.719- NS
A ``� KEY:
05 102 209 �\ C7 RC: REBAR AND CAP
1
250.01 258.924\ 247.699 NS: NAIL SET
NS PKS: PK NAIL SET
NI - 104. - NS O 208 NCGS LB 26 3: EXISTING NORTH CAROLINA GEODETIC SURVEY
250.548
NS 255.657 NS MONUMENT.
�� ❑ II C11 i-C6 n /. \ /P�
GS \>O
6
REV.NO.
DESCRIPTION
DATE
D
ISSUED FOR PERMITTING- NOT FOR CONSTRUCTION
2127/20
C
90�OESIGN- NOT FOR CONSTRUCTION
03/10/20
E
60%DESIGN- NOT FOR CONSTRUCTION
OV07/20
A
30%DESIGN - NOT FOR CONSTRUCTION
11/16/19
REVISIONS
CARC
`I` "QoF SS/0*1":9
9
I VV-
246.326 NS-
6
1243.228
PLAN VIEW
HORIZ: 1 "=40'
v Mga4&CREED
v
Venture IV Building, Suite 500
1730 Varsity Drive
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
NC License# F-1222
www.mckimcreed.com
II
5
241.762
NCGS LB 26
JOHNSTON
COUNTY
DEPARTMENT
OF UTILITIES
NS \ Y
20
250.60
250.337
NS\ /
\ 671
243.671
241.987
PKS 111
1
219.885
RC 200
230.J06 /
N N�
800, 0 800, 1600'
SCALE: 1"=800' (Horiz.)
JOHNSTON COUNTY 385 WEST
TRANSMISSION IMPROVEMENTS
GENERAL
SHEET INDEX MAP AND SURVEY CONTROL
PROJ. START DATE:
2019.NOV
MCE PROJ. #
00358-0141
DRAWN
DWH
DESIGNED
WOH
CHECKED
AJP
PROJ. MGR.
AJP
SCALE
G 3
HORIZONTAL:
r•=40•
DRAWING NUMI
VERTICAL:
D
REVISION
STATUS: ISSUED FOR PERMITTING
NOT FOR CONSTRUCTION
I:\00358\0141\WATER\80-DRAWINGS\GENERAL\G.03-003580141-J000385-SHEETINDEXMAP.DWG 03/27/2020 10:14:32 DAVID HAMMOND

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) WI SON MILLS FIRDEPARTME y I CLA ON NC, 27527 \ \ \ \ \ \ -
/ PROPOSEb LAUNCHING PIT. CONTRACTOR TO CONFIRM ppo000900o PIN: 6960SiB-4315 I I \\\ HERNANDEZ MARIAI6 MIREZ \ \t
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-- SEE DETAI EC-16N ISHEV D8) I \ I � O \
I PROPOSED PERMAN T Imo' I I 45' DI HORIZ BEND \ \
f \ I 8 90' DI i`IORIZ. BENll1 \ ,I S" GATE
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w q� \ — -�--�_ �qSP ; E SHO EE DETAIL R /NG WALL -4 I \ \ \
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STA: 1+0�4 1 a a 3�fR)=� - N SS T��R) _ -e R - _ - z - - - OOR -OU - -\
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p III w/ 6"x6" CUT -IN DIP TEE PIN: 169605-1"029 CONSTRUCTION EASEMENT pI 3001 BRACEY PL \
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PLAN VIEW 40' 0 40' 80
HORIZ: 1 "=40'
SCALE: 1"=40' (Horiz.)
L
2
2
2
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2
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CONNECT TO EX. WL
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STA: 1+00
17
1+00
2+00
3+00
REV.NO.
DESCRIPTION
DATE
D
ISSUED FOR PERMITTING- NOT FOR CONSTRUCTION
23/2T/20
C
901 DESIGN- NOT FOR CONSTRUCTION
03'13120
B
601 DESIGN- NOT FOR CONSTRUCTION
OV07120
A
30%DESIGN - NOT FOR CONSTRUCTION
11/15/19
REVISIONS
4+00
CARp�/N i'%
pFESSlO,y•''•:9 '•�
?� S9
��s�'•. FNGINEE�-•�•1��•�•
0,10
T-
5+00 6+00 7+00
PROFILE VIEW
HORIZ: 1 "=40'
VERT: 1 "=4'
v 1VFM&CREED
Venture IV Building, Suite 500
1730 Varsity Drive
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
NC License# F-1222
www.mckimcreed.com
JOHNSTON
COUNTY
DEPARTMENT
OF UTILITIES
9+00
10+00
252
250
248
246
244
242
240
238
236
234
232
230
228
226
224
222
220
218
217
11+00 11+53
JOHNSTON COUNTY 385 WEST
TRANSMISSION IMPROVEMENTS
CIVIL
FIRE DEPT RD STA. 1+00 - STA. 11+53
NOTES:
1. CONTRACTOR SHALL REMOVE
AND REPLACE EXISTING
CULVERTS WITH LIKE
DIAMETER AND MATERIALS
AS NEEDED FOR WATER
MAIN CONSTRUCTION, WITH
NO SEPERATE PAYMENT
BEING MADE. NEW CULVERTS
TO MATCH EXISTING
GRADES.
2. NEW FIRE HYDRANTS SHALL
BE PLACED INSIDE THE
EXISTING RIGHTS -OF -WAY.
HYDRANT SCALE SHOWN
FOR CLARITY.
3. CONTRACTOR SHALL EXPOSE
UTILITY CROSSINGS THROUGH
VACUUM EXCAVATION OR HAND
DIGGING WHEN WATER MAIN
CONSTRUCTION IS WITHIN 200
FT OF UTILITY.
4. WATER MAIN SHALL BE
INSTALLED WITH A MINIMUM OF
42 INCHES OF COVER UNDER
EITHER THE EDGE OF
PAVEMENT OF THE ADJACENT
ROADWAYS OR EXISTING
GRADE, WHICHEVER IS LOWER.
KEY:
* EXISTING MANHOLE DATA
TAKEN FROM RECORD
DRAWINGS FOR THE TOWN
OF WILSON'S MILLS USDA
SEWER SYSTEM
IMPROVEMENTS BY THE
WOOTEN COMPANY, JULY
2016.
PROJ. START DATE:
2019.NOV
MCE PROD. #
00358-0141
DRAWN
DWH
DESIGNED
WOH
CHECKED
AJP
PROJ. Ili
AJP
4'
13
J 8'
SCALE: 1"=4'
(Vert.)
SCALE
C 1
HORIZONTAL:
ao
DRAWING NUN
VERTICAL:
D
,.,_4,
REVISION
STATUS: ISSUED FOR PERMITTING
NOT FOR CONSTRUCTION
I:\00358\0141\WATER\80-DRAWINGS\CIVIL\C.01-003580141-J000385-SHEET&BASE.DWG 03/27/2020 10:15:20 DAVID HAMMOND

II N�
I C85P PERTIES
110 WILS NS MILLS RD
SMITHFIE NC, 27577-3244
PIN'169605-18-9963
D01346 PG:0628
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260
258
256
254
252
250
248
246
244
242
240
238
236
234
232
230
228
226
225
REV.NO.
DESCRIPTION
DATE
D
ISSUED FOR PERMITTING- NOT FOR CONSTRUCTION
03/27120
C
90%DESIGN- NOT FOR CONSTRUCTION
O]/10120
B
'OS DESIGN- NOT FOR CONSTRUCTION
OV07120
A
30%DESIGN - NOT FOR CONSTRUCTION
11/15119
REVISIONS
I I
II
\
I
I
I
N/F
C DISTURB NCE/
I B AKE,PO BOX3
ING LIMITS (T�P.)
WILSONS MILLS NC,
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PIN: 169605-29
DB:01412PG:
I
ASSEMBLY '
STA: 11+93 P OPOSE 8" D P �IE
\ STRA WATTLE (TYP.
WHER SHO , SEE DETAIL
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WHERE SHOWN, SEE DETAIL
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PO Box 34
mm sous un i s uc 171m1 nn
01.
1 \ `�•V, 1\ , Q
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I 1 1 UNION H�' E HURCH BELTON, WILLIE LARRV \
PO SO 5 NIT PO BOX 2041
WILSONS MILLS NC, 593-0205VINSON, RO DERICK D. MIT LD NC, 21577-2041
PIN: 16%05-29- 23�\ 2",STH AVE PIN' 1 5-2, 591 /
F I BE 03463 PG:0 44 PATEPS N NJ, 07504-1601 DB'.04282 PT,':OSBB_ /
UNIOf HILLA M E C�URCH \ I \ PIN: 16930"
POB X205 DB: PG
ILSON MILL NC, 2793-0000
PI :1696 29-124
D 'ouDc.o114
/
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LINE (SEE S EET C3) / ,D0000a000
IF \ \ \ '`� / PIN: iB9605-29-3567 /
U ION PIOLB X205 CH �—--__-_-- ii'�`i'1 / DB: PG:
WILS NS MILLS C, 27593 II \ �_
N: 169805-7779-2224 " \\ /
P
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N/F —� / / / NOTES:
VINSON, RODERICK D. / / /
�\ \ 26518THAVE Rl 1. CONTRACTOR SHALL REMOVE
PAPINS NNJ,07504 1 1 ���ys�' AND REPLACE EXISTING
DB:04982 as4e CULVERTS WITH LIKE
DIAMETER AND MATERIALS
AS NEEDED FOR WATER
8" DI HORa,\
END 1 �� wCR)� / ���' MAIN CONSTRUCTION, NTH
a 1 STA�1i6+20 __ �` -=w L \ V / �l�l¢ NO SEPERATE PAYMENT
BEING MADE. NEW CULVERTS
' TO MATCH EXISTING
tiffs GRADES.
2. NEW FIRE HYDRANTS SHALL
BE PLACED INSIDE THE
°U
�/ ,,-, EXISTING RIGHTS —OF —WAY.
�lax'�/ ` HYDRANT SCALE SHOWN
15" CP t�/ FOR CLARITY .
- - - 3. CONTRACTOR SHALL EXPOSE
= R) .ZT(akS= _(g - ( / UTILITY CROSSINGS THROUGH
°M Z r` �� — VACUUM EXCAVATION OR HAND
DIGGING WHEN WATER MAIN
41 --7 00 / CONSTRUCTION IS WITHIN 200
2
I GRAV 0/W \ 42— — —� FT OF UTILITY.
4. WATER MAIN SHALL BE
\ 1 INSTALLED WITH A MINIMUM OF
/ \ 1 42 INCHES OF COVER UNDER
\� 1 ; I / EUBANKW LOUISED I EITHER THE EDGE OF
'IS) ` 4( - MILLS
o � I PAVEMENT OF THE ADJACENT
WILSO IN MILLS NC, 27593-0209
`�I 1 PIN:16960629-5323 ROADWAYS OR EXISTING
ET) `
US 01035 PG:a655 GRADE, WHICHEVER IS LOWER.
5. EXISTING VALVE SHOWN PER
GIS RECORDS. UNABLE TO
CONNE T TO EX. WL 1 I I CONFIRM LOCATION DURING
w/ 12"x8" C T-IN DIP TEE I I I FIELD INVESTIGATION.
I I /
r IVkm)
I
D'
EX. VAVLE�j
(SEE NOTE 5 THIS S 1�
DIP/ WA
END
BOX ,27
SONS MI MILLS X 294 W1 93-0000
PIN: 169605-28-2972 ,W
SANDERS,WI15 MAE
T I POBox .27
/ WILSO IN MILLS -2 39093-0153
PIN: 1985 PG:-3909
06:01985 PG0443
PLAN VIEW
HORIZ: 1 "=40'
16+24 I 1 CONTRACTOR TO CONFIRM
EXISTANCE AND
1 OP RABLIUTY OF VALVE
IF PRIOR TO CONSTRUCTION
WHIT�CORNELL
P BOX304 1" I x _ AND NOTIFY OWNER AND
R waso"s ILLS NC, 27593-0DOO ENGINEER IMMEDIATELY
PI .169605-29-3os6 1 I _ �:! 4 SHOULD CONTRACTOR BE
B:0181]PG:03]2 i J �>.„�.�.� UNABLE TO LOCATE.
A Ilk
-
o
NEW FIRE HYDRANT
�I
Q
ASSEMBLY
�RADE (GAS)
EX
I
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0
(DEOTH
APP
180MIN
COVER (
)
8" 45'
I�
Ql VERT.
(BEND -
- -
_
-
(EP7H
AP
ROx)
„ „
----
DEPTH 6'• APPROx.)
IP WL
8 GATE
VALVE
STA: 11+93E
STA: 16+ 7
LINE
Al� "
���Iw/
END " Q
P WATER
LINE
YL
DIP TE
RO
" DIP
WATE
CONNECT
12"x8"
'TO EX.
CUT-1
PROPOSE
..
12"DIWL
L.
18"
_ _..
IN
18"MIN
TA: 16+24
1 - -
-
—
--
-
CONTRACTOR SHALL MAINTAIN CONSTANT
UPWARD GRADE TO HYDRANT TO AVOID
INTERMEDIATE HIGH POINTS (TYP.)
-
B" 46' DI VERT. BEND
STA: 16+12
-
e"
PVc SS
-
- 8"'. 90' DI HORIZ. B
STA: 16
ND
20
-
12+00
13+00
r
C.....
t%f / EAL •• _
2
s� •. FNGINEE�.
a
14+00 15+00
PROFILE VIEW
HORIZ: 1 "=40'
VERT: 1 "=4'
v NTIQM&CREED
Venture IV Building, Suite 500
1730 Varsity Drive
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
NC License# F-1222
www.mckimcreed.com
16+00
40' 0 40' 80' KE* EXISTING MANHOLE DATA
TAKEN FROM RECORD
SCALE: 1"=40' (Horiz.) DRAWINGS FOR THE TOWN
OF WILSON'S MILLS USDA
SEWER SYSTEM
IMPROVEMENTS BY THE
260 WOOTEN COMPANY, JULY
2016.
258
256
254
252
250
248
246
244
242
240
238
236
234
232
230
228
226
225
17+00 17+25
JOHNSTON
COUNTY
DEPARTMENT
OF UTILITIES
JOHNSTON COUNTY 385 WEST
TRANSMISSION IMPROVEMENTS
CIVIL
FIRE DEPT RD STA. 11+53 - STA. 16+24
PROJ. START DATE:
2019.NOV
NICE PROJ. #
00358-0141
DRAWN
DWH
DESIGNED
WOH
CHECKED
AJP
PROJ. MGR.
AJP
4'
11
J 8'
SCALE: 1"=4'
(Vert.)
C2
SCALE
HORIZONTAL:
1"=40'
DRAWING NUM
VERTICAL:
D
1"=4,
REVISION
STATUS: ISSUED FOR PERMITTING
NOT FOR CONSTRUCTION
I:\00358\0141\WATER\80-DRAWINGS\CIVIL\C.01-003580141-J000385-SHEET&BASE.DWG 03/27/2020 10:16:05 DAVID HAMMOND

260
258
256
254
252
250
248
246
244
242
240
238
236
234
232
230
228
226
225
PLAN VIEW
HORIZ: 1 "=40'
I*
U
F-
LIJ
LIJ
In
Ld
LIJ
In
40' 0 40' 80'
SCALE: 1"=40' (Horiz.)
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-
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{ I '10 Mir UPWARD GRADE TO HYDRANT TO AVOID
- -D 8 DIP - - -r 1- --- - } I - - - _ ---- - -- INTERMEDIATE HIGH POINTS (TYP.)
PROPOSE WI_ i i I 11 I (EPTH AP OX.)
SEE SHEET',C2 { i I
ieMIN-
12 45' DI HORIZ. SEND
• I �
(ROLLE-D - AS REQ'D) _
8 PVC SS {
L_ I
- - 12" 2250' DI ORIZ. BEND 1 -- -- -
TA: 20+50 I I
END
STA: 2 +13
I JACK AND BORE 59 LF OF 24 STEEL
1:7 SLOPE CASING (THICKNESS 0.37 ") w/ 59 LF O - -
260
258
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254
252
250
248
246
244
242
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236
234
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230
228
19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 30+42
PROFILE VIEW
HORIZ: 1"=40'
VERT. 1 "=4'
REV.NO.
DESCRIPTION
DATE
D
ISSUEDFOR PERMITTING -NOT FOR CONSTRUCTION
23/27/20
C
90%DESIGN- NOT FOR CONSTRUCTION
03/13/20
B
60%DESIGN- NOT FOR CONSTRUCTION
OV07120
A
30%DESIGN - NOT FOR CONSTRUCTION
11/15/19
REVISIONS 10
v NI�I�VI�CIZEED
v
Venture IV Building, Suite 500
1730 Varsity Drive
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
NC License* F-1222
www.mckimcreed.com
JOHNSTON
COUNTY
DEPARTMENT
OF UTILITIES
JOHNSTON COUNTY 385 WEST
TRANSMISSION IMPROVEMENTS
CIVIL
POWHATAN RD STA. 20+00 - STA. 30+42
NOTES:
1. CONTRACTOR SHALL REMOVE
AND REPLACE EXISTING
CULVERTS WITH LIKE
DIAMETER AND MATERIALS
AS NEEDED FOR WATER
MAIN CONSTRUCTION, WITH
NO SEPERATE PAYMENT
BEING MADE. NEW CULVERTS
TO MATCH EXISTING
GRADES.
2. NEW FIRE HYDRANTS SHALL
BE PLACED INSIDE THE
EXISTING RIGHTS -OF -WAY.
HYDRANT SCALE SHOWN
FOR CLARITY.
3. CONTRACTOR SHALL EXPOSE
UTILITY CROSSINGS THROUGH
VACUUM EXCAVATION OR HAND
DIGGING WHEN WATER MAIN
CONSTRUCTION IS WITHIN 200
FT OF UTILITY.
4. WATER MAIN SHALL BE
INSTALLED WITH A MINIMUM OF
42 INCHES OF COVER UNDER
EITHER THE EDGE OF
PAVEMENT OF THE ADJACENT
ROADWAYS OR EXISTING
GRADE, WHICHEVER IS LOWER.
KEY:
* EXISTING MANHOLE DATA
TAKEN FROM RECORD
DRAWINGS FOR THE TOWN
OF WILSON'S MILLS USDA
SEWER SYSTEM
IMPROVEMENTS BY THE
WOOTEN COMPANY, JULY
2016.
PROJ.START DATE:
2019.NOV
MCE PROJ. #
00358-0141
DRAWN
DWH
DESIGNED
WOH
CHECKED
AJP
PROJ. MGR.
AJP
a
a
Ell
SCALE: 1"=4' (Vert.)
SCALE
C3
HORIZONTAL:
=40'
pRAVJING NUN
VERTICAL:
D
REVISION
'STATUS: ISSUED FOR PERMITTING
NOT FOR CONSTRUCTION
I:\00358\0141\WATER\80—DRAWINGS\CIVIL\C.01-003580141—J000385—SHEET&BASE.DWG 03/27/2020 10:16:50 DAVID HAMMOND

1
1 �
i
1 i NIF
DJ'S PROPERTIES INC
500E NC 210 HWY
N/F � SMITHFIELD NC, 27577-2098
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1001 NC"..
0 210 H 08:03B19 PG:0735
SMITHFIELD NC, 27577-209(3
PIN: 169605-19Q48a
/DB`63819 PG:0729
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PIN 169700-10-7117 W 1
�-- -�-- —� DB:01142 PGi6`
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248
246
244
242
240
238
236
234
232
230
228
226
225
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DJ'S PROPERTS INC I 231 HARRI&ON RD _ DJ'S PRO ERTIES INC
100E NC 210 WY I CLAYTON N 27527EOOt i ' / 100t C 210 HVJY
SMITHFIELD NC 577-2098 '' PIN: 169$QOS-19-0fiO3 „, SMITHF D NC 27577-2098
11 I PIN
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\ \PIN'. 02248 G:02919
\� oB:Dz24e PG:Dzs1
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PO BOX 133
� CLAY Pit
702752E-0733
\rJ PIN: 169700-00-0265
\ DB04903 PG0247
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STA 38+31 \ T
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WHERE SHOWN, SE DETAIL �� \ CLAYTONNC, 7526-D190 /I ��_l
EC-08 ON SHE D7) / / \� v PIN:16970 07198
/ DB:05343 P :0036 LG C
DETAIL J
///l F / / R / PROPED PRMANEN
UZZLE, ( GR'GE CLIFFO/IFD III I WF UTY/EAS�MENT A
/ WILSS INNf 6700-10 775�3-0000 110 I SMITHFIIELDMMM�AAAC, 2 577 3229 / k7 • / \Il-\ f
DR 01142 PG'06 2 (\ PIN: 169 00-00-9231
/ DB 043 6 PG'0317
PLAN VIEW
HORIZ: 1 "=40'
40' 0 40' 80
SCALE: 1"=40' (Horiz.)
TV
zI
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2
_
DEP
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LINE
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1
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END
CONTRACTOR SHALL MAINTAIN CONSTANT
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14
STA:- 3-5--
25
I
---
---
-
-
TA: 35
37
j-
I
31+00 32+00 33+00 34+00
REV.NO.
DESCRIPTION
DATE
0
j ISSUED FOR PERMITTING -NOT FOR CONSTRUCTION
03/27/20
C
90%DESIGN-NOTFORCONSTRUCTION
03/13/20
B
"./. ESIGN- NOT FOR CONSTRUCTION
02JO7120
A
30%DESIGN - NOT FOR CONSTRUCTION
11116/19
REVISIONS
r
`�.\o�tN I C..... '
SEAL -
049224/�
/r��7JJ 0.
35+00 36+00
PROFILE VIEW
HORIZ: 1 "=40'
VERT: 1 "=4'
v
v NIcMM&CREED
Venture IV Building, Suite 500
1730 Varsity Drive
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
NC License# F-1222
wvvw.mckimcreed.com
37+00
38+00
JOHNSTON
COUNTY
DEPARTMENT
OF UTILITIES
39+00
Erelffeire,
260
258
256
254
252
250
248
246
244
242
240
238
236
234
232
230
228
226
225
40+55
JOHNSTON COUNTY 385 WEST
TRANSMISSION IMPROVEMENTS
CIVIL
POWHATAN RD STA. 30+42 - STA. 40+55
N\
NOTE
1. COS:
NTRACTOR SHALL REMOVE
AND REPLACE EXISTING
CULVERTS WITH LIKE
DIAMETER AND MATERIALS
AS NEEDED FOR WATER
MAIN CONSTRUCTION, WITH
NO SEPERATE PAYMENT
BEING MADE. NEW CULVERTS
TO MATCH EXISTING
GRADES.
2. NEW FIRE HYDRANTS SHALL
BE PLACED INSIDE THE
EXISTING RIGHTS -OF -WAY.
HYDRANT SCALE SHOWN
FOR CLARITY.
3. CONTRACTOR SHALL EXPOSE
UTILITY CROSSINGS THROUGH
VACUUM EXCAVATION OR HAND
DIGGING WHEN WATER MAIN
CONSTRUCTION IS WITHIN 200
FT OF UTILITY.
4. WATER MAIN SHALL BE
INSTALLED WITH A MINIMUM OF
42 INCHES OF COVER UNDER
EITHER THE EDGE OF
PAVEMENT OF THE ADJACENT
ROADWAYS OR EXISTING
GRADE, WHICHEVER IS LOWER.
PROJ. START DATE:
2019.NOV
MCE PROJ. #
00358-0141
DRAWN
DWH
DESIGNED
WOH
CHECKED
AJP
PROD. MGR.
AJP
11
11
8'
SCALE: 1 "=4'
(Vert.)
SCALE
HORIZONTAL:
C4
1"=40'
DRAWING NUM
VERTICAL:
D
,..=4.
REVISION
STATUS: ISSUED FOR PERMITTING
NOT FOR CONSTRUCTION
I:\00358\0141\WATER\80-DRAWINGS\CIVIL\C.O1-003580141-J000385-SHEET&BASE.DWG 03/27/2020 10:17:34 DAVID HAMMOND

N8
PJB REAL E.STATE: LLC
PO BOX 133 I t
CLAYTON
NC,
752"5 27528- 16 \
PIT 1
DB:04903 PG:0247
\253 I
\ I c
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a
C /
N/F
BENNE DONALD S.
383 PO N RO N/C CLAVTON NC 2] -7AB8 d' 1 /.. / x'•/ I I P'B
PIN: 161700-00-0 I A WP e STARS POWI7ATAN D RL
DB'02956 PG.01 WF / I I J to 1 CLAYTON NC, 2752 0000
KAD INC JASINSKI, TERRY '�
JJ / - 1 / PIN: 1697000049 5
1025 RIDGE DRIVE �.
. I �-.1 /�/ 493 PONMATAN AD
.9YTON NC, 27 7-0000 DB:03827 PG:O85
F� CLAYTON', 2750000 „g;. (, 1
\ \ PIN:
IN 163700-0Ot4564 - - ^ jr'168]0 3729 ^� /
DI TEE I DB 02766 PG 0307 / I Q fq I I DB 01405 G -.0507 /
,
41+73 I
01 PLUG
THRUST BLOCK. I
-6" DI CAP I 3 I
STA: 41+79 ° o
OL y
0 ou �
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3 _ _ (SR 190
Q7
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ou---0u---P=°u-------ou
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I _ _ e
SEE NOTE 5 THIS SHEET
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STA: 41+7 _k o� COMPOST SOCK (TI(P. I EX. zSS4�H* /
/oJ I 12"x6" DI TEE poi / h WHERE S OWN, SE DETAIL RlM=
INV l (NW)-23 .04' (8")
/a STA: 41 73 / 12" GATE VALVE EC-15 0 SHEET 7) INV I (W)=23 .04' (8') /
12 22.5 - DI HOf}IZ. BEND / STA: 43+91 l NV/0UT(SE)�37.81'78
STA: 41 58 '
//''
/ PROPO 0
l Ij l 1 PROPOS D PERM WENT I NEW FIRE HYDRANT 77
/ / / E/ ULITYlEASEMET
N/F I
CLEMENT RONNIE GR Y JR,
651 PORI
1.
CLAYTON NC 27527-60
PIN 169700-01-1039
OR 01508 PG:0668 \
\ I
I
2
I
-cu _..
_ _T(R)— -- —T(R) ---
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INV IN(NW) =,299.14-(�e) INV OUT(SE)=\240.00' (8') `, f. m
INV OUJ(-SE)=238.94' (8")
PitOPOSED P€RMAT
"PVC WATER LIN UTILITY EASEMET ---
/1 / U1ILITY ASEME T ASSEMBLY \
12" 45 DI HORIZ. BEND STA: 43+95 / TEMP. SI FENCE (TYP.
I \oQ /A WHERE�OWN, SEE DETAIL \
/ S ( STA: 41�+42 ' / / y
/ I EX. SSMH* ` \ / I EC-0 ON SHEET D7
I INV IN(S)' 23 27' (8) ' \ ,. t._ I f I / / / / /SILT CE OUTLET fYP. _.j -� PARKER - _
/ INV IN(NW)-2 6.09' (8') I FE1 /
WHERE/ SHOWN, S DETAIL / - - I NIT e
( or y 1 INV OUT(E)-2 6.25' (8) / /;-�_ Po BOX 7272
OPEN CUT I44 LF OF 24" STEE I `55 N/F / EC-1 �2 ON SHEE D7) GARNER I1669-� l2a5 oD
/ \ TIJI PARKER, GRACE e I I r �� DB:02920 PG:0918
I l CASING ( ICKNESS 0.375) w/ 44 LF OF Po Box 12]2 / / I NIP _
GARNER NC, 2752970000 PARKER, GRACE B \
\ Q I I I 24 RJ DI CARRIER PIPE / I / \ PIN: 077 PC0 215 / ER Box,
DB'00772 PG:0215 / � GARNER NC, 29-0000
/ PIN: 1697 0-11-2024
P1 Q PROPOSED ERMANENT R \ / / / / / / oe:o0 2PG:021�
UTILITY EA EMENT
NIF
_ \
1 Jewel / I PARKER, GRPO OX 727�
A AC B
/ GARNER NC, 2752 -0000 \
I / PIN: 1ss7oo-0o-7 0
II / / II I DB:00772 PG:02 1 5
PLAN VIEW 40' 0 40' 80'
HORIZ: 1"=40' SCALE: 1"=40' (Horiz.)
262
260
258
256
254
252
250
248
246
244
242
240
238
236
234
232
230
228
U
U
NEW
FIRE HIDRANT
---
-�
Lo
c-)I
ASSEMBLY
Y
_
c3
2- GAIE
-S
VALVE
43+91 '\�
E
. GRADE
CIS)
i�
TV
DEP
PPROX.
LE
-
JI
I (DE?T*
APPR
X.)\
-
18"MINT--}
- -
- -
12 x6
STA:-143+-95
DI TE
42" MIN
12
STA-
6 DI TEE
41+73'
UPWARD GRADE TO HYDRANT TO AVOID
INTERMEDIATE HIGH POINTS (TYP.)
COVER
(
,)
--
ELEG
APPROX.
--'--
-
---
(DEPr
I
I .
12w 22.50'
STA: 41+5
DI HORN.
-
BEND
PROPOS
D 12" PVC
WATER
LINE
_
12" 45' DI HORIZ.
STA:'; 41+42
BEND
-
"
-
-
-
1: 1 SLOP
AL
(Typ•)
CA
(THICKNESS
CARRIER
0.375")
PIPE
w/
44 LF
F
RSINO
12"CASINO
CONTRACTOR SHALL MAINTAIN CONSTANT
UPWARD GRADE TO HYDRANT TO AVOID
INTERMEDIATE HIGH POINTS (TYP.)
PVC s
(DEPTH
41+00 42+00 43+00 44+00 45+00 46+00
PROFILE VIEW
HORIZ: 1"=40'
VERT: 1"=4'
REV.NO.
DESCRIPTION
DATE
D
ISSUED FOR PERMITTING- NOT FOR CONSTRUCTION
03/27/20
C
90Y. DESIGN -NOT FOR CONSTRUCTION
03113/20
B
".I.DESIGN-NOT FOR CONSTRUCTION
OV07120
A
30%DESIGN - NOT FOR CONSTRUCTION
11/1S/19
REVISIONS
eA4*jWFK1N4&CREED
Venture IV Building, Suite 500
1730 Varsity Drive
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
NC License# F-1222
www.mckimcreed.com
47+00
48+00
JOHNSTON
COUNTY
DEPARTMENT
OF UTILITIES
5RITIE0
50+00
262
260
258
256
254
252
250
248
246
244
242
240
238
236
234
232
230
228
51+00 51+25
JOHNSTON COUNTY 385 WEST
TRANSMISSION IMPROVEMENTS
CIVIL
POWHATAN RD STA. 40+55 - STA. 51+25
NOTES:
1. CONTRACTOR SHALL REMOVE
AND REPLACE EXISTING
CULVERTS WITH LIKE
DIAMETER AND MATERIALS
AS NEEDED FOR WATER
MAIN CONSTRUCTION, WITH
NO SEPERATE PAYMENT
BEING MADE. NEW CULVERTS
TO MATCH EXISTING
GRADES.
2. NEW FIRE HYDRANTS SHALL
BE PLACED INSIDE THE
EXISTING RIGHTS -OF -WAY.
HYDRANT SCALE SHOWN
FOR CLARITY.
3. CONTRACTOR SHALL EXPOSE
UTILITY CROSSINGS THROUGH
VACUUM EXCAVATION OR HAND
DIGGING WHEN WATER MAIN
CONSTRUCTION IS WITHIN 200
FT OF UTILITY.
4. WATER MAIN SHALL BE
INSTALLED WITH A MINIMUM OF
42 INCHES OF COVER UNDER
EITHER THE EDGE OF
PAVEMENT OF THE ADJACENT
ROADWAYS OR EXISTING
GRADE, WHICHEVER IS LOWER.
5. PRIOR TO ABANDONING
EXISTING WATER MAIN,
CONTRACTOR SHALL
CONFIRM IF SERVICES ARE
CONNECTED TO THIS LINE.
ALL SERVICES ON THIS LINE
SHOULD RECONNECT TO
PROPOSED 12" MAIN.
PROVIDE NEW CORP STOP
AND NEW SERVICE PIPING
BETWEEN PROPOSED 12"
WATER MAIN AND EXISTING
WATER METER. ROUTE AND
CONNECT NEW SERVICE TO
EXISTING WATER METER.
MATCH EXISTING SERVICE
DIAMETERS AND KEEP
LOCATION OF NEW SERVICE
AS CLOSE TO EXISTING AS
POSSIBLE. LOCATE AND
REMOVE EXISTING MAINLINE
VALVE BOXES AND RESEED
PER CONTRACT DOCUMENTS.
RETURN EXISTING VALVE
BOXES AND COVERS TO
I/
JOHNSTON COUNTY.
KEY:
■ EXISTING MANHOLE DATA
TAKEN FROM AS -BUILT
DRAWINGS FOR THE TOWN
OF WILSON'S MILLS USDA
SEWER SYSTEM
IMPROVEMENTS BY THE
WOOTEN COMPANY, JULY
2016.
PROD. START DATE:
2019.NOV
NICE PROJ. #
00358-0141
DRAWN
DWH
DESIGNED
WOH
CHECKED
AJP
PROJ. MGR.
AJP
rel
III
8'
SCALE: 1"=4'
(Vert.)
Cj 5
SCALE
HORIZONTAL:
1"=40'
DRAWING NUM
VERTICAL:
D
REVISION
STATUS: ISSUED FOR PERMITTING
NOT FOR CONSTRUCTION
I:\00358\0141\WATER\80—DRAWINGS\CIVIL\C.01-003580141—J000385—SHEET&BASE.DWG 03/27/2020 10:18:16 DAVID HAMMOND

262
260
258
256
254
252
250
248
246
244
242
240
238
236
234
232
230
228
\ / I / N/F \, / ... I I I I I NIF I
p N/F WILLIAMS, KIMBERLV EER I If/ /,{' I II v / N/F 1( p BETANCOU ERICKA GA8RIELA SAUCEDO1
\ RICHARDSNJENN ERM R �" ST JOHN DISCIPLE CHURCH / 20M SWIFTr RD \ IF JI I ^ I I WHITI,EN CHARLES EOWARD 'L 104 MALLARD CT
k� 1102 FULLER ST %3MITHFIELD NC, 27517-7604 I POWHAT PLACE TRUST m I I 0 // I I 7 POWHATAN RD I S . J NC, 27576-T
571 POWH/ I PIN: 168700-91-8538 655P WHATANRD A
�2 SMITHFIELD NC, 27577-0000 \ / I Q I CLA qN yC, 2]52]6009 �IN' 168700-92E0W
1111N NC, 2752] 0 / PIN: 169700-0ib812 DB 04267 PG:0270 J pp CLAVT N NC, 27527-6009 I >> 1 Q I IN: i6�/00-91 b960 .. \ I �g,O4B30 PG.0535
PIN: 168700-91-8380 'L PIN: 168700-91-7745 \ I- / 0:14070 PG:0235
\ DB'03240 PG'0152 \ / D8:029]9 PG:0376 - ,. I / \ \ / D�:05226 PG 0122 I I i N I I \
L�� I 1 I PR POSED TEMPORARY
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78 LF OF "
EX 6" PVC \ ti 10�xT�R CEIVING PIT \
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Q ou u WHERE SHOWN, SEE AIL DITCH 11 4 I 12 GATE LVE
R CLEARING LIMITS \ \
ouEC-12 ON SHEET D7 (WIDTH VARIES � I / 6" DI PLUG /h I 1 STA: 60+ 7
N
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C) e"
w `�-
W
W N
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_ STA: 58+92 I h STRAW W TTL (TYP.
T(R) T(R) _ _ o----_ '—moo/ / 6 CAN VAULT al \ �J 1 I I HEADWALL oU WHERE S 0 SEE DETAIL
Y - = ry a 0(R� _ -. r(a) _) __ _ - - - - — _ _ _ �ou ou % '- I EC-18 Ot� SH F� D8)
1-= _ T(R}_- - _ oULO
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PROFILE VIEW
HORIZ: 1"=40'
VERT. 1 "=4'
REV.NO.
DESCRIPTION
DATE
D
ISSUED FOR PERMITTING- NOT FOR CONSTRUCTION
0L27/20
C
90%DESIGN- NOT FOR CONSTRUCTION
03/13/20
B
60%DESIGN- NOT FOR CONSTRUCTION
OV07120
A
30%DESIGN - NOT FOR CONSTRUCTION
11/15/19
REVISIONS
v N 4CMI&CREED
v
Venture IV Building, Suite 500
1730 Varsity Drive
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
NC License# F-1222
www.mckimcreed.com
58+00
59+00
JOHNSTON
COUNTY
DEPARTMENT
OF UTILITIES
60+00
61+00
262
260
258
256
254
252
250
248
246
244
242
240
238
236
234
232
230
228
61+65
JOHNSTON COUNTY 385 WEST
TRANSMISSION IMPROVEMENTS
CIVIL
POWHATAN RD STA. 51 +25 - STA. 61 +65
NOTES:
1. CONTRACTOR SHALL REMOVE
AND REPLACE EXISTING
CULVERTS WITH LIKE
DIAMETER AND MATERIALS
AS NEEDED FOR WATER
MAIN CONSTRUCTION, WITH
NO SEPERATE PAYMENT
BEING MADE. NEW CULVERTS
TO MATCH EXISTING
GRADES.
2. NEW FIRE HYDRANTS SHALL
BE PLACED INSIDE THE
EXISTING RIGHTS -OF -WAY.
HYDRANT SCALE SHOWN
FOR CLARITY.
3. CONTRACTOR SHALL EXPOSE
UTILITY CROSSINGS THROUGH
VACUUM EXCAVATION OR HAND
DIGGING WHEN WATER MAIN
CONSTRUCTION IS WITHIN 200
FT OF UTILITY.
4. WATER MAIN SHALL BE
INSTALLED WITH A MINIMUM OF
42 INCHES OF COVER UNDER
EITHER THE EDGE OF
PAVEMENT OF THE ADJACENT
ROADWAYS OR EXISTING
GRADE, WHICHEVER IS LOWER.
5. PRIOR TO ABANDONING
EXISTING WATER MAIN,
CONTRACTOR SHALL
CONFIRM IF SERVICES ARE
CONNECTED TO THIS LINE.
ALL SERVICES ON THIS LINE
SHOULD RECONNECT TO
PROPOSED 12" MAIN.
PROVIDE NEW CORP STOP
AND NEW SERVICE PIPING
BETWEEN PROPOSED 12"
WATER MAIN AND EXISTING
WATER METER. ROUTE AND
CONNECT NEW SERVICE TO
EXISTING WATER METER.
MATCH EXISTING SERVICE
DIAMETERS AND KEEP
LOCATION OF NEW SERVICE
AS CLOSE TO EXISTING AS
POSSIBLE. LOCATE AND
REMOVE EXISTING MAINLINE
VALVE BOXES AND RESEED
PER CONTRACT DOCUMENTS.
RETURN EXISTING VALVE
BOXES AND COVERS TO
JOHNSTON COUNTY.
KEY:
* EXISTING MANHOLE DATA
TAKEN FROM AS -BUILT
DRAWINGS FOR THE TOWN
OF WILSON'S MILLS USDA
SEWER SYSTEM
IMPROVEMENTS BY THE
WOOTEN COMPANY, JULY
2016.
PROJ. START DATE:
2019.NOV
MCE PROJ. #
00358-0141
DRAWN
DWH
DESIGNED
WOH
CHECKED
AJP
PROJ. MGR.
AJP
!1
99
J 8'
SCALE: 1"=4'
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C6
SCALE
HORIZONTAL:
1 "=40-
DRAWING NUM
VERTICAL:
D
REVISION
STATUS: ISSUED FOR PERMITTING
NOT FOR CONSTRUCTION
I:\00358\0141\WATER\80-DRAWINGS\CIVIL\C.01-003580141-J000385-SHEET&BASE.DWG 03/27/2020 10:19:01 DAVID HAMMOND

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p CLAVTON N6 2]527-0000 765 PO AN RD /' / I 378 LSON JONES RD
PIN: 168700-92-0382 / / \CLAY ON�J$27-0000 CLAq6N NC,27520E846 I ' BWILSON ONES RO \ \
NIF D8:03874 PG0179 I 1 DIN' 168 ?,.;¢q06 v IFFFRRRIII: 168700-92-0698 CLAYTON NCL27520-6848
\ IGHT. ALICE FIVE BYRD i ' \ \ PIN'. 142r P92-0778 N/D I ��
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PLAN VIEW
HORIZ: 1"=40'
264
262
260
258
256
254
252
250
248
246
244
242
240
238
236
234
232
230
40' 0 40' 80
SCALE: 1"=40' (Horiz.)
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STA: 63+65
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AFATER L
-
-
I
CONTRACTOR SHALL MAINTAIN CONSTANT
UPWARD GRADE TO HYDRANT TO AVOID
INTERMEDIATE HIGH POINTS (TYP.)
CONTRACTOR SHALL MAINTAIN CONSTANT
UPWARD GRADE TO HYDRANT TO AVOID
INTERMEDIATE HIGH POINTS (TYP.)
62+00 63+00 64+00 65+00 66+00 67+00
PROFILE VIEW
HORIZ: 1 "=40'
VERT: 1 "=4'
REV.NO.
DESCRIPTION
DATE
D
ISSUED FOR PERMITTING - NOT FOR CONSTRUCTION
00127/20
C
90% DESIGN -NOT FOR CONSTRUCTION
00713/20
B
60% DESIGN -NOT FOR CONSTRUCTION
OV07120
A
30% DESIGN -NOT FOR CONSTRUCTION
11/15/19
REVISIONS 00
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Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
NC License# F-1222
www.mckimcreed.com
68+00
69+00
JOHNSTON
COUNTY
DEPARTMENT
OF UTILITIES
70+00
71 +00
JOHNSTON COUNTY 385 WEST
TRANSMISSION IMPROVEMENTS
264
262
260
258
256
254
252
250
248
246
244
242
240
238
236
234
232
230
72+00 5
CIVIL
POWHATAN RD STA. 61+65 - STA. 72+05
NOTES:
1. CONTRACTOR SHALL REMOVE
AND REPLACE EXISTING
CULVERTS WITH LIKE
DIAMETER AND MATERIALS
AS NEEDED FOR WATER
MAIN CONSTRUCTION, WITH
NO SEPERATE PAYMENT
BEING MADE. NEW CULVERTS
TO MATCH EXISTING
GRADES.
2. NEW FIRE HYDRANTS SHALL
BE PLACED INSIDE THE
EXISTING RIGHTS -OF -WAY.
HYDRANT SCALE SHOWN
FOR CLARITY.
3. CONTRACTOR SHALL EXPOSE
UTILITY CROSSINGS THROUGH
VACUUM EXCAVATION OR HAND
DIGGING WHEN WATER MAIN
CONSTRUCTION IS WITHIN 200
FT OF UTILITY.
4. WATER MAIN SHALL BE
INSTALLED WITH A MINIMUM OF
42 INCHES OF COVER UNDER
EITHER THE EDGE OF
PAVEMENT OF THE ADJACENT
ROADWAYS OR EXISTING
GRADE, WHICHEVER IS LOWER.
KEY:
* EXISTING MANHOLE DATA
TAKEN FROM RECORD
DRAWINGS FOR THE TOWN
OF WILSON'S MILLS USDA
SEWER SYSTEM
IMPROVEMENTS BY THE
WOOTEN COMPANY, JULY
2016.
PROJ. START DATE:
2019.NOV
MICE PROD. #
00358-0141
DRAWN
DWH
DESIGNED
WOH
CHECKED
AJP
PROJ. MGR.
AJP
0
m
IN
SCALE: 1"=4'
(Vert.)
SCALE
C7
HORIZONTAL:
1"=40'
DRAWING NUMBER
VERTICAL:
D
1 „=4,
REVISION
c
TATUS: ISSUED FOR PERMITTING
NOT FOR CONSTRUCTION
I:\00358\0141\WATER\80-DRAWINGS\CIVIL\C.01-003580141-J000385-SHEET&BASE.DWG 03/27/2020 10:19:46 DAVID HAMMOND

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PIN' 169700-03-333 \ WILSONS MILLS NC, 27593-0000
08:05242 PG:O]48 �• 1 \ DB:04135 PG:0280
PLAN VIEW
HORIZ: 1 "=40'
270
268
266
264
262
260
258
256
254
252
250
248
246
244
242
240
238
236
235
1 �
I I 1
N/F `\ 1
CRAB REE,JAMES MARK
B POWHATAN RD
CLA ON INC, 27527-0000 \
PIN: 168700-93-1919
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(DEPTH
APPROX)
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GRADE
GIS
18"MIN
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FIRE HI'YDRANT
LEX.
-
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ASSEMBLY
TA
76+21---
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7+34
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CONTRACTOR SHALL MAINTAIN CONSTANT
UPWARD GRADE TO HYDRANT TO AVOID
INTERMEDIATE HIGH POINTS (TYP.)
-
-
I
i
73+00 74+00 75+00 76+00 77+00 78+00
PROFILE VIEW
HORIZ: 1 "=40'
VERT. 1 "=4'
REV.NO.
DESCRIPTION
DATE
D
ISSUED FOR PERMITTING- NOT FOR CONSTRUCTION
03/27/20
C
90% DESIGN -NOT FOR CONSTRUCTION
OW13120
B
60%DESIGN - NOT FOR CONSTRUCTION
02/07120
A
1 30%DESIGN - NOT FOR CONSTRUCTION
11/16119
REVISIONS
v NISI M&CREED
Venture IV Building, Suite 500
1730 Varsity Drive
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
NC License# F-1222
www.mckimereed.com
79+00
JOHNSTON
COUNTY
DEPARTMENT
OF UTILITIES
:; 8
81 +00
82+00
270
268
266
264
262
260
258
256
254
252
250
248
246
244
242
240
238
236
235
82+45
JOHNSTON COUNTY 385 WEST
TRANSMISSION IMPROVEMENTS
CIVIL
POWHATAN RD STA. 72+05 - STA. 82+45
NOTES:
1. CONTRACTOR SHALL REMOVE
AND REPLACE EXISTING
CULVERTS WITH LIKE
DIAMETER AND MATERIALS
AS NEEDED FOR WATER
MAIN CONSTRUCTION, WITH
NO SEPERATE PAYMENT
BEING MADE. NEW CULVERTS
TO MATCH EXISTING
GRADES.
2. NEW FIRE HYDRANTS SHALL
BE PLACED INSIDE THE
EXISTING RIGHTS -OF -WAY.
HYDRANT SCALE SHOWN
FOR CLARITY.
3. CONTRACTOR SHALL EXPOSE
UTILITY CROSSINGS THROUGH
VACUUM EXCAVATION OR HAND
DIGGING WHEN WATER MAIN
CONSTRUCTION IS WITHIN 200
FT OF UTILITY.
4. WATER MAIN SHALL BE
INSTALLED WITH A MINIMUM OF
42 INCHES OF COVER UNDER
EITHER THE EDGE OF
PAVEMENT OF THE ADJACENT
ROADWAYS OR EXISTING
GRADE, WHICHEVER IS LOWER.
PROJ. START DATE:
2019.NOV
MCE PROJ. #
00358-0141
DRAWN
DWH
DESIGNED
WOH
CHECKED
AJP
PROJ. MISR.
AJP
a
Cii
III
J
8'
SCALE: 1 "=4'
(Vert.)
C8
SCALE
HORIZONTAL:
1-=40'
DRAWING NUN
VERTICAL:
D
1„_4,
REVISION
STATUS: ISSUED FOR PERMITTING
NOT FOR CONSTRUCTION
I:\00358\0141\WATER\80—DRAWINGS\CIVIL\C.01-003580141—J000385—SHEET&BASE.DWG 03/27/2020 10:20:31 DAVID HAMMOND

/ I
' WF
EO S, JOHNNY T JR M FAMILY INVESTMENTS LLC
021 POWHATAN RD 1025 POWHATAN RO
/CLAYTON NC, 27527-0000 CLAYTON NC. 27527-9843
PIN' i687�M3-0221 p PIN: 16870MMW
DB:O(2j�87 PG 0524 j 'L D804105�G.�829
}
TEMP. S& FENCE (TYP.
WHERE SHOWN, SEE/DE-TAIL
EC-08 ON SHEET D7)
PROP SE 2" PVC WATER LINE
Lr) X
04 / 4SA00U
Q
r N/F
RTr&M S INC
•SMITHF:,7.e9-,"PIN_77�� ,
1 PG 0113-., ,
r
r
I /
I NEW FIRE HYDRANT
,, rrd. ASSEMBLY
,
STA: 85+22
r12 DI PLUG
IL X I U V IGG
10" GATE VALVE TA: I8 +22
3
� STA: 85+30
o ..r
2 LS ,t 85' 00
u84+00 LSA
1— W _ - ''_ (R — — —— W(R) — —
V) LLI W(R)--_—_. W(R)a-_ _
LLI V) / / WHATAN RD
z w /`- / - SR 1901)
tLl TV(R) — _ — TV R)
_ R)—_— (n V(R)— --- _.—TV(R)--._— TU--
() T--Rl-=Tv(�P ---
Tv(�p� — ==— TV —
280
278
276
274
272
270
268
266
264
262
260
258
256
254
252
250
248
246
245
REV.NO.
DESCRIPTION
DATE
D
ISSUED FOR PERMITTING- NOT FOR CONSTRUCTION
03/27/20
C
90Y.DESIGN- NOT FOR CONSTRUCTION
03/ 13/20
B
".I. DESIGN- NOT FOR CONSTRUCTION
OV07/20
A
30% DESIGN- NOT FOR CONSTRUCTION
11/15/19
REVISIONS
Q
R
LIMITS OF DISTURB
CLEARING LIMITS
(WIDTH )
i
REMOVE EXISTING
HYDRANT ASSE
h
\ \ L�RAUTREE RALPH J
80
\\ JACK s
�YTOt7NC
\ 9700-05234 jpB01
\ OB 0170 P0:0751
PLAN VIEW
HORIZ: 1"=40'
Irk
STA: 85+22
PROPOS D 10" PVC WATER — — —
_ _ TLRT
�57�� T(�—
) / n
/--�2'x8" BI TEE
STA: 85+22
NECT TO EX. WL
10"x10" CUT —IN DIP
83+00 84+00
PROFILE VIEW
HORIZ: 1 "=40'
VERT. 1 "=4'
e`-**1�MF1QA4&CMED
Venture IV Building, Suite 500
1730 Varsity Drive
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
NC License# F-1222
www.mckimcreed.com
85+00
280
278
276
274
272
270
268
266
264
262
260
258
256
254
252
250
248
85+42
JOHNSTON
COUNTY
DEPARTMENT
OF UTILITIES
N/F
CRUMLEY, J RICK
1030 POWHATAN P O BOX 210
WILSON'S MILLS NC, 27593-0210
PIN: 168700-847558 /
DB:01272 PG:0215
40' 0 40' 80'
SCALE: 1"=40' (Horiz.)
JOHNSTON COUNTY 385 WEST
TRANSMISSION IMPROVEMENTS
CIVIL
POWHATAN RD STA. 82+45 - STA. 85+34
F
NOTES:
1. CONTRACTOR SHALL REMOVE
AND REPLACE EXISTING
CULVERTS WITH LIKE
DIAMETER AND MATERIALS
AS NEEDED FOR WATER
MAIN CONSTRUCTION, WITH
NO SEPERATE PAYMENT
BEING MADE. NEW CULVERTS
TO MATCH EXISTING
GRADES.
2. NEW FIRE HYDRANTS SHALL
BE PLACED INSIDE THE
EXISTING RIGHTS —OF —WAY.
HYDRANT SCALE SHOWN
FOR CLARITY.
3. CONTRACTOR SHALL EXPOSE
UTILITY CROSSINGS THROUGH
VACUUM EXCAVATION OR HAND
DIGGING WHEN WATER MAIN
CONSTRUCTION IS WITHIN 200
FT OF UTILITY.
4. WATER MAIN SHALL BE
INSTALLED WITH A MINIMUM OF
42 INCHES OF COVER UNDER
EITHER THE EDGE OF
PAVEMENT OF THE ADJACENT
ROADWAYS OR EXISTING
GRADE, WHICHEVER IS LOWER.
PROJ. START DATE:
2019.NOV
MCE PROD. #
00358-0141
DRAWN
DWH
DESIGNED
WOH
CHECKED
ASP
PROJ. MGR.
ASP
11
d
0
J 8'
SCALE: 1"=4'
(Vert.)
C9
IF
SCALE
HORIZONTAL:
=40'
DRAWING NUN
VERTICAL:
D
REVISION
;TATUS: ISSUED FOR PERMITTING
NOT FOR CONSTRUCTION
I:\00358\0141\WATER\80-DRAWINGS\CIVIL\C.01-003580141-J000385-SHEET&BASE.DWG 03/27/2020 10:21:14 DAVID HAMMOND

� V
-
i /
___
(a)M-' - I --- -
M
)L EX. 78GATE VALVL
1�=DI TEE
—FO(R — ' FO
WF
DOUBLE FAR LIMITED PARTNERSHIP V/
P 80% 101 /
WIL DNS MIL\C,27593-DODD / - P/ p \ / I
PIN: 1687a-10-8868
08:02001 P(i'.0927
NIF
\ _ DUKE ENERGY PROISS, LLCA
pV °V , 550 S TRYON ST DE 22A
CHARLOTTE NC. 0-19 -420D
/ \ / PIN' 5322 G0537, I r/ WE I NIF
O° X DB 05322 PG:053] — R CHARDSON ANTHONY RI�HARDSONHONY SR
/ \
h / 187 GOR RD id] GORDON RD
.�.\\ 0v C PIN O 870D-21SE73B ..0 PYN ON N0, 27520-1743
,1,68700-21-9262
5042 PG:0587 UP 05042 P 687
.
p' °° I TEMP. STRAW W/ NET LINER I ; / I
ow p° ��• 2- TYP� WHERE SHOWN, �/
SEE DETAIL EC-19 ON SHEET DS) ti /
R) _ �- _ I / 16" GATE VALVE
J
R _STRAW WATTLE (1`YP. � /
� �� ( WHERE SHOWN, SE DETAIL STA: 108+69
`wCR)'\ EC-18 ON SHEET 08) \ WO DEN 16"x6" DI TEE
CR)a� V 'V STA 108+64
-lwJl TEMP, SILT FEN E (TYP. 1^}
WHERE SHOW, SEE DETAIL
EC-08 ON S EET DT)
102+00
J rlR)71- _ _ j\ _ _ W
\ •'o — —\�sF °lam ,,. 103+p0 __ —�
REMOVE -EX. PLUG
CONNECT EX.
LI
DIP WL 6"X1 111 1 TEE
c - ---
°UOu �ON D
6" 22.50�DI HORIZ. BEND �� 1� 00 19 — 11006+00 " � ,-
;TA: 101+ 3Ou
105+00 e 1 L"
a I
7 U \ J
_moo -
p° b+ NEW FIRE HYDRANT
/ 2" BLOW OFF ASSEM S :DI100+06 \ \ PROPOSED 16" DIP WATER LINE "Y -� o : 108 LY
64 Rs
o° STA: +06 v� �i °u o° STA: 108+64
I �Q a6" 45' DI VERT. BEND
\ SET: 1 \. N,P v S 106+47 LIMITS OF DISTURBANCE/ S' WI-
�� O DDTDR, PATTIEB _ > - "-MITCHELL BETTY
v ) \ 77oD N c ss Nlk x, . 16 45' DI VERT. B N CLEARING LIMITS (TYP.) z 7 GGRDGN RD
SELMA NC. 27576-0000 ` - .' -`- STA:,105+63 _ 16" 45' DI VERT. BEND (WIDTH VARIES)` ( DLAYT Nc, z752o.0Doa
PIN, i�a700-31-a7sD STA: 106+40 \ /
PIN:1 700-11-5891
B OF: PG- \ \
P\
�16" 45' DI VERT. BEND
° STA: 105+69 / ,
SEE NOTE 5 (THIS SHEET)242
,
SILT FENCE OUTLET (TYP. \
WHERE SHOWN, SEE DETAIL
EC-12 ON SHEET D7) �V
PLAN VIEW
HORIZ: 1"=40'
254
252
250
248
246
244
242
240
238
236
234
232
230
228
226
224
222
220
I
NEW
FIRE HYDRANT-,
-
--
ASSEMBLY
STA:-108+64
EX
GRADE
GIS)
-
EPTH APPROX.)
(DEF
774 APPR
FO
X.)
FO
42"
MIN
/
.
DEPTH
APPROX.
-
16"x6'
DI TEE
-_
--
4"MIN
'
100+54
7A
6" GA
VALVE
x
S
101+
3
w
4&
Do VER
STA: 1
BEND
5+63
CONTRACTOR SHALL MAINTAIN CONSTANT
UPWARD GRADE TO HYDRANT TO AVOID
INTERMEDIATE HIGH POINTS (TYP.)
X
w
16
450 DI
OERT. BE
ND
STA: 1
5+69
100+00 101+00 102+00 103+00 104+00 105+00
PROFILE VIEW
HORIZ: 1"=40'
VERT: 1 "=4'
REV.NO.
DESCRIPTION
DATE
D
ISSUED FOR PERMITTING -NOT FOR CONSTRUCTION
23/27/20
C
90%DESIGN- NOT FOR CONSTRUCTION
0311,120
B
60%DESIGN - NOT FOR CONSTRUCTION
OV07120
A
30%DESIGN - NOT FOR CONSTRUCTION
11/15/19
REVISIONS 10
e41*jWFM&CREED
Venture IV Building, Suite 500
1730 Varsity Drive
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
NC License* F-1222
www.mckimcreed.com
106+00
107+00
JOHNSTON
COUNTY
DEPARTMENT
OF UTILITIES
108+00
I
1
-
�
I
�
/A
I
O
RCP
wS�)_
+
rn
Lo
-
J W
Q
254
252
250
248
246
244
242
240
238
236
234
232
230
228
226
224
222
220
109+00 109+40
4-0' 0 40' 80'
SCALE: 1"=40' (Horiz.)
JOHNSTON COUNTY 385 WEST
TRANSMISSION IMPROVEMENTS
CIVIL
GORDON RD STA. 100+00 - STA. 109+40
NOTES:
1. CONTRACTOR SHALL REMOVE
AND REPLACE EXISTING
CULVERTS WITH LIKE
DIAMETER AND MATERIALS
AS NEEDED FOR WATER
MAIN CONSTRUCTION, WITH
NO SEPERATE PAYMENT
BEING MADE. NEW CULVERTS
TO MATCH EXISTING
GRADES.
2. NEW FIRE HYDRANTS SHALL
BE PLACED INSIDE THE
EXISTING RIGHTS -OF -WAY.
HYDRANT SCALE SHOWN
FOR CLARITY.
3. CONTRACTOR SHALL EXPOSE
UTILITY CROSSINGS THROUGH
VACUUM EXCAVATION OR HAND
DIGGING WHEN WATER MAIN
CONSTRUCTION IS WITHIN 200
FT OF UTILITY.
4. WATER MAIN SHALL BE
INSTALLED WITH A MINIMUM OF
42 INCHES OF COVER UNDER
EITHER THE EDGE OF
PAVEMENT OF THE ADJACENT
ROADWAYS OR EXISTING
GRADE, WHICHEVER IS LOWER.
5. LOW SPOT OBSERVED
DURING FIELD INVESTIGATION
AND NOT DEPICTED IN GIS
SURFACE. DEPTH OF LOW
SPOT SHOWN IS
APPROXIMATE. CONTRACTOR
TO USE VERTICAL FITTINGS
TO CROSS THIS AREA AND
MAINTAIN AT LEAST 42
INCHES OF VERTICAL
SEPARATION BETWEEN THE
TOP OF PIPE AND LOWEST
POINT OF CROSSING.
PROJ. START DATE:
2019.NOV
MCE PROJ. #
00358.0141
DRAWN
DWH
DESIGNED
WOH
CHECKED
AJP
PROJ. MGR.
AJP
4
63
9
J 8,
SCALE: 1"=4'
(Vert.)
SCALE
C l O
HORIZONTAL:
1"=40-
DRAWING NUMBE
VERTICAL:
D
REVISION
STATUS: ISSUED FOR PERMITTING
NOT FOR CONSTRUCTION
I:\00358\0141\WATER\80—DRAWINGS\CIVIL\C.01-003580141—J000385—SHEET&BASE.DWG 03/27/2020 10:22:00 DAVID HAMMOND

MITCH
ti4 - 2367
N/F CLAVTG
y rAIJO§Ea,� I PIN.1
\I a , 2�t60R0f�dtD. \
'" 3 DL"AY1S-F,NC, 27320.8
. < •* •' PIN' 188700.21191 6 ..
PG
I 1A R
Ii R I
I z.
260
258
256
254
252
250
248
246
244
242
240
238
236
234
232
230
228
226
225
411EIN, \
WALL (TYPJ)
/ ,wC
GOL B ETTY
N GOB 1\
N 7 ' 2 20_0-0WO
NIF
\ t \ \ \ \ \ MITCHELL, BETTY L
2367 CLAYTON NC, GORDON7 20-OWO \
1
PIN: 1687015891
PG
LIMITS--
IMITS OF DFS7URBANCE/
CLEARING \LIMIT�TYP.)
(WIDTH VARIES). \ \
— 112+00---w(R—\-
"" -- 113+06 -- -- w(R} ' -- D(R) - _
111� —�C - - _ - _ `\�-- �_ .- "sW(R}-
FO(R) —�_ —FOR —._ — _FO(R __ 115+00 GO N RD R)-
FO(R)- _ FO
FO(R) \ —FD(R) --- T _ 117+00
7JTEMP.
WHRE HOWN, SEE DETAILEC-18 ON SHEET D8)FENCE OUTLET TYP__—WHERE-SFTOWN SEE D TAILEC-12 ON SHEET D7) STRAW W/ NET Ull
P OPO ED 16" DIP TER (nP WHERE -SHOWN; �\LINE
00
00
N
118+000 T ( j
Q F-
ILj
-
\ \ \ If n w
w =
\ \ \ Z LLI
� J W
\ \ \
NEW FIRE HYDRANT �
\ ASSEMBLY
�- TA �BEI�TAIL EC-19 ON SHEET D8) � � \ \ \ \ \ \ \ \ -� 118+57
\ \ \ \ \ \ \ MITC NLFBETTV L \
\ \ \ \ \ \ \ YTO GOR ON RD \
C 68700-20 1
PIN:O11000 \ \
\ \ \ \ \ \ \ DB: PG:
PLAN VIEW
HORIZ: 1 "=40'
EW FIR
RAN
SSEMBLY
118+57
EX. GRADE
(G/S
42" MI
..
„ DI
-
STA:
118+
6
-t
-
P
VATER
I
CONTRACTOR SHALL MAINTAIN CONSTANT
UPWARD GRADE TO HYDRANT TO AVOID
INTERMEDIATE HIGH POINTS (TYP.)
-
110+00 111 +00 112+00 113+00 114+00 115+00
PROFILE VIEW
HORIZ: 1 "=40'
VERT: 1 "=4'
REV.NO.
DESCRIPTION
DATE
D
ISSUED FOR PERMITTING -NOT FOR CONSTRUCTION
03/27/20
C
90Y. DESIGN- NOT FOR CONSTRUCTION
03/13/20
B
60% DESIGN- NOT FOR CONSTRUCTION
02/07/20
A
30%DESIGN - NOT FOR CONSTRUCTION
11115/19
REVISIONS 10
e",,*j MFM&CREED
Venture IV Building, Suite 500
1730 Varsity Drive
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
NC License# F-1222
www.mckimcreed.com
116+00
JOHNSTON
COUNTY
DEPARTMENT
OF UTILITIES
117+00
118+00
260
258
256
254
252
250
248
246
244
242
240
238
236
234
232
230
228
226
225
118+80
40' 0 40' 80'
SCALE: 1"=40' (Horiz.)
JOHNSTON COUNTY 385 WEST
TRANSMISSION IMPROVEMENTS
CIVIL
GORDON RD STA. 109+40 - STA. 118+80
NOTES:
1. CONTRACTOR SHALL REMOVE
AND REPLACE EXISTING
CULVERTS WITH LIKE
DIAMETER AND MATERIALS
AS NEEDED FOR WATER
MAIN CONSTRUCTION, WITH
NO SEPERATE PAYMENT
BEING MADE. NEW CULVERTS
TO MATCH EXISTING
GRADES.
2. NEW FIRE HYDRANTS SHALL
BE PLACED INSIDE THE
EXISTING RIGHTS -OF -WAY.
HYDRANT SCALE SHOWN
FOR CLARITY.
3. CONTRACTOR SHALL EXPOSE
UTILITY CROSSINGS THROUGH
VACUUM EXCAVATION OR HAND
DIGGING WHEN WATER MAIN
CONSTRUCTION IS WITHIN 200
FT OF UTILITY.
4. WATER MAIN SHALL BE
INSTALLED WITH A MINIMUM OF
42 INCHES OF COVER UNDER
EITHER THE EDGE OF
PAVEMENT OF THE ADJACENT
ROADWAYS OR EXISTING
GRADE, WHICHEVER IS LOWER.
PROJ. START DATE:
2019.NOV
MCE PROD. #
00358-0141
DRAWN
DWH
DESIGNED
WOH
CHECKED
AJP
PROJ. MGR.
AJP
4'
761
4
SCALE: 1"=4'
(Vert.)
SCALE
c i 1
HORIZONTAL:
1"=40-
DRAWING NUMBER
VERTICAL:
D
REVISION
3TATDs ISSUED FOR PERMITTING
NOT FOR CONSTRUCTION
I:\00358\0141\WATER\80-DRAWINGS\CIVIL\C.O1-003580141-J000385-SHEET&BASE.DWG 03/27/2020 10:22:45 DAVID HAMMOND

\ +": T, —,--BLUE. HERBERT JEROME
aN/F •. �f •- 551 CORDON RD
\ T - DIXON TERRY D. s ''
513 CORDON RB" +--\—\\F— 1}., PIN. 168700-22-172fi
��LAYrON NC, 27520-7582 ! D8:04 1 FG: I9
PIN: 168700-22-2784 a
e DB:05230 PG:0001
�� f• ( �— m
\ \ MIT FGNIF
LL, BETTY L (J/F r
2367 GORBOt\I RD �— / --� /C(MORE. tHY MICHAEL �'` ! ��
CLAYTON NC, 27520 1-5891 00 CL469 AYTO ROON RO 0�—
\ \ PIN: 16B700-115891
DB: PG: �� - PIN:1 765
4PG0—� p
/
\ COMPOST SOCK (TYP.
�ERf-SHOWN, SEE DETAIL
M I l
_i / rRANT
\\\ EC-1N SHEET D7) \ �_ / `� �w / /R u , SEMBLY
\LIMITS OF DISTURBANCE/ SEE DETAIL EC-O6 ON 127+29
SEARING LIMITS (TYP.) SHEET D7 FOR SILT FENC
^WX rye\ \�pw TH VARIES LAYOUTJN PIT-COCAITONS i P SED "DIP WA R tl 4:.
/ 1 l / 1
PROPOSED TEMPORARY
CONSTRUCTION EASEMENT
c') `vim ^r' --- �\ i -� -�10" LAUNCHING PIT
16" 90' DI HORIZ. BEND
STA: 122+99 / 7W, SILT FENCE (TYP.
E SHOWN, SEE DETAIL R
V� 16" GATE VALVE EC -OS ON SHEET D7) /� � 126+oO
WCR)� 23+ STA: 123+ij6
W(R) L I _/ 124+00 125+0(
o- R)/F6(RY's��
W( -G'w7c � � - - R)=. t 10 - R _ �H % I
\ \ WF
\\ \ GORDON RD
YTO \ \ ttON 000
IN: 168
70 11 PG1-589t-589I
\ \DB: PG:
268
266
264
262
260
258
256
254
252
250
248
246
244
242
240
238
236
234
/JACK AND BORE 43'LF OF 30" STEEL la)3
CA ING (11iICKNES 0_375") w/ 43 LF OF
1 " RJ DIP CARRIER PIPE
/ 16" GATE VALVE
ISTA: 122+4
10"x1O" RECEIVING IT
16" 90' DII ST:HORIZ.
122+511
\ \ PROPIOSEDATEMPORARY
I \ CONSTRICTION EASEMENT
I TERRY, NYA WETTE
I\ 28 P OROIA OR
CLAYTON C, 2752
PIN: 16 700.2 720
\ \ DB:O 03 P83 yrc
—W(R)
GORDON RD _�--
(SR 1913) . ,Z
SlR 0 /
/ O R
16"x6" DI TEE
_—T(R)_ — �_--_ F OCRL F9 a T(R) T(R)
-- /_ —'b.rfl o / JIA: IL/TL`J
—ia)3_ RCP _ -„'ed'.`��Yi Z A \ /
I ✓ Q 04
Ij
0 00
I /
PLAN VIEW
HORIZ: 1 "=40'
ou // /
STRAW WATTLE (TYP. �
CONTRACTOR TO FIELD I /WHERE SHOWN, SEE DETAIL
VERIFY LOCATION OF I / EC-18 ON SHEET D8) /
EXISTING VALVE AND � R /
ADJUST WATER MAIN w
ALIGNMENT AS NEEDED TO
AVOID CONFLICT /
SEAMAN DA IEL ROLAND HAGGARD SARAH ELIZAB i
/ 17 PED DR �[ 506 GORDON RD
[PIN:: °--8 CLAYTON NC, 27520 \
! PIN:'168 89@ PIN: 168700.22-4987 p
A DB:0463 00661I I K DB:04697 PG W9
.- (`a ", r„.. yam,.,-;{ y/ =' \ •t,
BOYLAN, MARY LOUISE
540 GORDON RD
CLAYTON NC, 27520.9828
PIN: 16B700-23-2193
DB0131 -:0447
A
I
-I
I
3
-
I
-- -
NEW FIRE
-,
STA:
HYDRA
ASSEM
127+
T
Y
9
- -
o
- -
-
-
c�
. GRADE
(GIS)
49" MIN
(DEPTH A
Fr
PROXJ
I
I 1
I (DEPTH
DIP WLPRQX.%
p P
COVER
TYP. )
-
i
�
--
- -�1--i-
JI
FU
1 {
I
—
/
--_ —."---
10"xl,0" RECE
VING PI
i I
—
i i
1
1
11
-
—
i
" GAIE
VAL
18"MIN
{
I
1
1
I
i j
",.
" DI TEE
STA:
122+44'',
i
'
i
I,
STA: 127+
29
L-HOPOSED
16 DIP
WATER
_i 16" GATE VALVE---_
i
.-
-
"
I
I
16" 90' DI HORIZ. ',BEND
CONTRACTOR SHALL MAINTAIN CONSTANT
GRADE TO HYDRANT TO AVOID
INTERMEDIATE HIGH POINTS (TYP.)
STA:
122+51
+z99
JACK ANDi BORE 43 LF OF
30" STEEL
THEORE
CAL
1:1 SLOPE
CASING (THICKNESS 0.375"
16" RJ DIP CARRIER PIPE
w/ 43
LF OF
-
-
-
119+00 120+00 121+00 122+00 123+00 124+00
PROFILE VIEW
HORIZ: 1 "=40'
VERT. 1 "=4'
REV.NO.
DESCRIPTION
DATE
D
ISSUED FOR PERMITTING- NOT FOR CONSTRUCTION
7/20
22
C
90%DESIGN- NOT FOR CONSTRUCTION
03/13120
B
60%DESIGN- NOT FOR CONSTRUCTION
02/07120
A
30%DESIGN - NOT FOR CONSTRUCTION
11/16119
REVISIONS
CARC
•;Q�OFE5S107y9-•9 �'�:
049224
0.
���/1111111111YY\ �-U
l7 J°
v N140M&CREED
Venture IV Building, Suite 500
1730 Varsity Drive
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
NC License# F-1222
www.mckimcreed.com
125+00
126+00
JOHNSTON
COUNTY
DEPARTMENT
OF UTILITIES
127+00
'128+00
268
266
264
262
260
258
256
254
252
250
248
246
244
242
240
238
236
234
\v
40' 0 40' 80'
SCALE: 1"=40' (Horiz.)
JOHNSTON COUNTY 385 WEST
TRANSMISSION IMPROVEMENTS
CIVIL
GORDON RD STA. 118+80 - STA. 128+20
\1
1.NO CONTRACTOR SHALL REMOVE
AND REPLACE EXISTING
CULVERTS WITH LIKE
DIAMETER AND MATERIALS
AS NEEDED FOR WATER
MAIN CONSTRUCTION, WITH
NO SEPERATE PAYMENT
BEING MADE. NEW CULVERTS
TO MATCH EXISTING
GRADES.
2. NEW FIRE HYDRANTS SHALL
BE PLACED INSIDE THE
EXISTING RIGHTS -OF -WAY.
HYDRANT SCALE SHOWN
FOR CLARITY.
3. CONTRACTOR SHALL EXPOSE
UTILITY CROSSINGS THROUGH
VACUUM EXCAVATION OR HAND
DIGGING WHEN WATER MAIN
CONSTRUCTION IS WITHIN 200
FT OF UTILITY.
4. WATER MAIN SHALL BE
INSTALLED WITH A MINIMUM OF
42 INCHES OF COVER UNDER
EITHER THE EDGE OF
PAVEMENT OF THE ADJACENT
ROADWAYS OR EXISTING
GRADE, WHICHEVER IS LOWER.
PROJ. START DATE:
2019.NOV
MCE PROJ. #
00358-0141
DRAWN
DWH
DESIGNED
WOH
CHECKED
AJP
PROJ. MGR.
AJP
IIn
ral
Gf
SCALE: 1 "=4'
(Vert.)
SCALE
Cj 12
HORIZONTAL:
1 "=40•
DRAWING NUMB[
VERTICAL:
D
REVISION
;Torus: ISSUED FOR PERMITTING
NOT FOR CONSTRUCTION
I:\00358\0141\WATER\80-DRAWINGS\CIVIL\C.01-003580141-J000385-SHEET&BASE.DWG 0612112020 10:25:35 DAVID HAMMUNU

268
256
264
262
260
258
256
254
252
250
248
246
244
242
240
238
236
234
233
46
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PARKER, GARLANO'6_
61560
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PIN. 1687(0 1071 POBOX22
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00
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HORIZ: 1"=40'
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EPTH APPROX.)
-
—
\
_
(DEPTHo.
- --
\
--
�-
DIP WAFER
LINE
OP
SED 16"
CONTRACTOR SHALL MAINTAIN CONSTANT
UPWARD GRADE TO HYDRANT TO AVOID
INTERMEDIATE HIGH POINTS (TYP.)
---
--
129+00
REV.NO.
DESCRIPTION
DATE
D
ISSUED FOR PERMITTING -NOT FOR CONSTRUCTION
03127/20
C
90% DESIGN -NOT FOR CONSTRUCTION
03/13120
B
80%DESIGN- NOT FOR CONSTRUCTION
OV07120
A
30%DESIGN - NOT FOR CONSTRUCTION
11/15119
REVISIONS
130+00 131+00 132+00 133+00
PROFILE VIEW
HORIZ: 1 "=40'
VERT: 1 "=4'
v NFM&CREED
Venture IV Building, Suite 500
1730 Varsity Drive
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
NC License# F-1222
www.mckimcreed.com
134+00
135+00
JOHNSTON
COUNTY
DEPARTMENT
OF UTILITIES
136+00
137+00
268
266
264
262
260
258
256
254
252
250
248
246
244
242
240
238
236
234
233
137+60
40' 0 40' 80'
SCALE: 1"=40' (Horiz.)
JOHNSTON COUNTY 385 WEST
TRANSMISSION IMPROVEMENTS
CIVIL
GORDON RD STA. 128+20 - STA. 137+60
NOTES
1. CONTRACTOR SHALL REMOVE
AND REPLACE EXISTING
CULVERTS WITH LIKE
DIAMETER AND MATERIALS
AS NEEDED FOR WATER
MAIN CONSTRUCTION, WITH
NO SEPERATE PAYMENT
BEING MADE. NEW CULVERTS
TO MATCH EXISTING
GRADES.
2. NEW FIRE HYDRANTS SHALL
BE PLACED INSIDE THE
EXISTING RIGHTS -OF -WAY.
HYDRANT SCALE SHOWN
FOR CLARITY.
3. CONTRACTOR SHALL EXPOSE
UTILITY CROSSINGS THROUGH
VACUUM EXCAVATION OR HAND
DIGGING WHEN WATER MAIN
CONSTRUCTION IS WITHIN 200
FT OF UTILITY.
4. WATER MAIN SHALL BE
INSTALLED WITH A MINIMUM OF
42 INCHES OF COVER UNDER
EITHER THE EDGE OF
PAVEMENT OF THE ADJACENT
ROADWAYS OR EXISTING
GRADE, WHICHEVER IS LOWER.
PROJ. START DATE:
2019.NOV
MCE PROJ. #
00358-0141
DRAWN
DWH
DESIGNED
WOH
CHECKED
AJP
PROJ. MGR.
AJP
G!
d
U
J 8'
SCALE:
1 "=4' (Vert.)
SCALE
C 13
HORIZONTAL:
1-=40-
DRAWING NUMBER
VERTICAL:
D
1,.=4.
REVISION
STATUS: ISSUED FOR PERMITTING
NOT FOR CONSTRUCTION
I:\00358\0141\WATER\80—DRAWINGS\CIVIL\C.01-003580141—J000385—SHEET&BASE.DWG 03/27/2020 10:24:15 DAVID HAMMOND

260
258
256
254
252
250
248
246
244
242
240
238
236
234
232
230
228
226
225
N/F �-
PARKER, GARLAND C / / I
\ 675 GORDON RD N�
C LAYTON NC, 27520.7565 POP R C5 GREENLYNDEVELOPMENTCO
145 GREENLYN DR
PIN: 168700-12-0769 / � CLAYTON NC, 27527-5064
D6:04630 PG'.0493 I ( �' I / / / PIN: 167700.92-3
\ 16" 11.25- DI VERT. BEN 1 j ^ / / DB:D4T .MSS
STA: 141+9, SlP(EAM 9 Toe / /
\\ 1
10'x10' EXIT PIT / SILT FENCE OUTLET (TYF. /
16" 45- DI HORIZ. BEND �' /WHERE SHOWN, SEE DETAAhjL
STA: 141+73 EC-12 ON SHEET D7) STRAW WATTLE
ti A PROPOSED PERM/ANENT —4C" 14 t• V. nI vror
�VKIM uucor cunuml crr %7TeN 00
Or STA: 144+76
9
16" 45' dt HORIZ. BEND / UTILITY EASEMENT IV "'`"' "" LL4 "V"
STA: 141+40 1 j STA: 1t44+27 / EC_'- ­'
ON S/ ET
\' "10'x ENTRY I/IL
16 GATE VALVE / P
PROPOSED TEMPORARY STA: 141-T•37 t42+o0
CONSTRUCTION EASEMENT 16 45' DI H�RIZ. BEND /J NF
\ /'/ I - _ ��1- ��• f-�.� �•-�� N / STA. 1 44+46 STA�EY, RUTH UZZLE / PO BOX 222 /6-/
144i•QQ / " NALS S MILLS NC, 27577-0 22
141+00 16 5' DI HORIZ. ,BEND PIN:16e700-D3ats2
I TEMP. COMBO SILT/TREE
44+76DB:D4z47PGo371
PROTECTION FENCE (TYP. D
WHERE SHOWN, SEE DETAIL FAO+O
ST 1
EC-10 ON SHEET D7 W( — PROPOSED 16" DIP WATER LINE
r NU1=24166
PROP,OSED TEMPORARY
\ ,39+DO __��- ": --'I _ � — — -� a� IN✓.=24�5 ---__ _ �"�' - -- _ ��CQI�ISTRUCTION EASEMENT
42��
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FoIR)'� STRAW�TILE (TYP. � 13�
WHERE SHOWN, SEE DETAIL lN��rag.ss'
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- � SEE DETAIL EC-06 0 'h ' L
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� - - LIMITS!' OF DISTURBANCES ll / )
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- CLEARING LIMITS (TYP.) 24a
� � BETWEEN EX. ,FHA AND � \
(WIDTH VARIES) NEW 16" WATER MAIN. � o
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REQ'D.
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[ �----"-•��� � ` 16" GATE VALVE WHERE SHOWN SEE ETAIL I
wP d/ I STA: 144+SQ
RANSOM CHRISTIPE \ `EC-15 ON SHEE D7)
�LAVTON NC 20752Q-7531
PIN: 168700-13- 03 \ �
D6:04740 PG: e]
I �Y�
I �
1
GLOSS, ROD MAXWELL SR
O eOOG GORDON RD
CLAITON Q 27520.9629
PIN:1 700-035237
I I
DB: 16 PG0612 I
PLAN VIEW
HORIZ: 1"=40'
tA
z
I
I
26
I
�
-
25
I
I
I
I I
I
Ex.
t
25
N
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25
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25
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25
24
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24
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J
I
1
"GATE
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24
—
I
I
(SUR
Y)
24
16" GATE
VAL
6` 45'
I HORIZ.
BEND
24
23
23
I
CONTRACTOR SHALL MAINTAIN CONSTANT
UPWARD GRADE TO HYDRANT TO AVOID
INTERMEDIATE HIGH POINTS (TYP.)
STA:
141+
3
i
STA:
144+27
"
CONTRACTOR SHALL MAINTAIN CONSTANT
UPWARD GRADE TO HYDRANT TO AVOID
STA:
141+9
INTERMEDIATE HIGH POINTS (TYP.)
23
�
-
=400'
R
400'
'
I
23
PROPOS
D 16
SIBLE
23
22
22
22
138+00 139+00 140+00 141+00 142+00 143+00
PROFILE VIEW
HORIZ: 1"=40'
VERT: 1 "=4'
REV. NO. DESCRIPTION DATE
D ISSUED FOR PERMITTING- NOT FOR CONSTRUCTION 03/27I20
C 99%DESIGN-NOT FOR CONSTRUCTION 031131M
e 66%DESIGN- NOT FOR CONSTRUCTION 02/07120
A 30% DESIGN -NOT FOR CONSTRUCTION 11N6H9
REVISIONS
`��11nuINu���
AL
5 9224
eN
tom`•.• : �2:
e ��&CREED
Venture IV Building, Suite 500
1730 Varsity Drive
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
NC License# F-1222
wvvw.mckimcreed.com
144+00
145+00
JOHNSTON
COUNTY
DEPARTMENT
OF UTILITIES
146+00
147+00
LL
40' 0 40' 80'
SCALE: 1"=40' (Horiz.)
0
8
s
4
2
0
8
6
4
2
0
B
6
4
rel
7
0
B
6
5
-
JOHNSTON COUNTY 385 WEST
TRANSMISSION IMPROVEMENTS
CIVIL
GORDON RD STA. 137+60 -STA. 147+08
NOTES:
1. CONTRACTOR SHALL REMOVE
AND REPLACE EXISTING
CULVERTS WITH LIKE
DIAMETER AND MATERIALS
AS NEEDED FOR WATER
MAIN CONSTRUCTION, WITH
NO SEPERATE PAYMENT
BEING MADE. NEW CULVERTS
TO MATCH EXISTING
GRADES.
2. NEW FIRE HYDRANTS SHALL
BE PLACED INSIDE THE
EXISTING RIGHTS -OF -WAY.
HYDRANT SCALE SHOWN
FOR CLARITY.
3. CONTRACTOR SHALL EXPOSE
UTILITY CROSSINGS THROUGH
VACUUM EXCAVATION OR HAND
DIGGING WHEN WATER MAIN
CONSTRUCTION IS WITHIN 200
FT OF UTILITY.
4. WATER MAIN SHA
BE
INSTALLED WITH A MINIMUM OF
42 INCHES OF COVER UNDER
EITHER THE EDGE OF
PAVEMENT OF THE ADJACENT
ROADWAYS OR EXISTING
GRADE, WHICHEVER IS LOWER.
PROJ. START DATE:
`��11nuINu���
AL
5 9224
eN
tom`•.• : �2:
e ��&CREED
Venture IV Building, Suite 500
1730 Varsity Drive
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
NC License# F-1222
wvvw.mckimcreed.com
144+00
145+00
JOHNSTON
COUNTY
DEPARTMENT
OF UTILITIES
146+00
147+00
LL
40' 0 40' 80'
SCALE: 1"=40' (Horiz.)
0
8
s
4
2
0
8
6
4
2
0
B
6
4
rel
7
0
B
6
5
-
JOHNSTON COUNTY 385 WEST
TRANSMISSION IMPROVEMENTS
CIVIL
GORDON RD STA. 137+60 -STA. 147+08
NOTES:
1. CONTRACTOR SHALL REMOVE
AND REPLACE EXISTING
CULVERTS WITH LIKE
DIAMETER AND MATERIALS
AS NEEDED FOR WATER
MAIN CONSTRUCTION, WITH
NO SEPERATE PAYMENT
BEING MADE. NEW CULVERTS
TO MATCH EXISTING
GRADES.
2. NEW FIRE HYDRANTS SHALL
BE PLACED INSIDE THE
EXISTING RIGHTS -OF -WAY.
HYDRANT SCALE SHOWN
FOR CLARITY.
3. CONTRACTOR SHALL EXPOSE
UTILITY CROSSINGS THROUGH
VACUUM EXCAVATION OR HAND
DIGGING WHEN WATER MAIN
CONSTRUCTION IS WITHIN 200
FT OF UTILITY.
4. WATER MAIN SHA
BE
INSTALLED WITH A MINIMUM OF
42 INCHES OF COVER UNDER
EITHER THE EDGE OF
PAVEMENT OF THE ADJACENT
ROADWAYS OR EXISTING
GRADE, WHICHEVER IS LOWER.
PROJ. START DATE:
2019.NOV
MCE PROJ. #
00358-0141
DRAWN
DWH
DESIGNED
WOH
CHECKED
AJP
PROJ. MGR.
AJP
4'
GII
J 8'
SCALE: 1"=4'
(Vert.)
SCALE
C 14
HORIZONTAL:
r'�o
'STATUS: ISSUED FOR PERMITTING
NOT FOR CONSTRUCTION
I:\00358\0141\WATER\80-DRAWINGS\CIVIL\C.O1-003580141-J000385-SHEET&BASE.DWG 03/27/2020 10:2S:00 UAVIU HAMMDNU

270
268
266
264
262
260
258
256
254
252
250
248
246
244
242
240
238
236
235
PLAN VIEW
HORIZ: 1"=40'
0
z
�
NEW FIRE
HYDRANT
\
-
ASSEMBLY
TA: _153+00
EX GRADE
e
CD
-
-- - --
Ir�
-
I
-
i
i
-
(G/S)
(DEPTHAPPROX)I
i
(DE
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LE
X.)
--
-
I
DE (GS)
/
I
II
EX-
ENDING-ITH-
R/ S- IDE
42" MIN
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---
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DEPTH
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OVER (
.)
E
16"
STA-
6" DI
24"MI
-
I-
- -
-
,-
153+
_ -
-
6"
ATE VIA_`'_
113"
GATE
151+29
VALVE _
-C-
S
A: 150+
9 i
I STIA:
16"
90' DI HORIZ. or.
D
--- ST•At905
" I HORIZ.
23
BEND
_
-
UPWARDCGOR SHALL MAINTAIN CONSTANT
RADE TO HYDRANT TO AVOID
- I JACK AND, BORE
I
8 LF OF'
30" STEEL
-
TH
oREncA�
INTERMEDIATE
HIGH
POINTS (TYP.)
1
" RJ DIP
CARRI
R PIPE
CONTRACTOR SHALL MAINTAIN CONSTANT
UPWARD GRADE TO HYDRANT TO AVOID
INTERMEDIATE HIGH POINTS (TYP.)
148+00 149+00 150+00 151+00 152+00
REV.NO.
DESCRIPTION
DATE
D
ISSUED FOR PERMITTING - NOT FOR CONSTRUCTION
j 03127/20
C
90%DESIGN- NOT FOR CONSTRUCTION
03113/20
B
50°/. DESIGN -NOT FOR CONSTRUCTION
02107/20
A
30%DESIGN - NOT FOR CONSTRUCTION
11115/19
REVISIONS
PROFILE VIEW
HORIZ: 1"=40'
VERT: 1"=4'
v NTIQM&CREED
Venture IV Building, Suite 500
1730 Varsity Drive
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
NC License# F-1222
www.mckimcreed.com
153+00
154+00
JOHNSTON
COUNTY
DEPARTMENT
OF UTILITIES
155+00
156+00
40' 0 40' 80,
SCALE: 1"=40' (Horiz.)
270
268
266
264
262
260
258
256
254
252
250
248
246
244
242
240
238
236
235
156+48
JOHNSTON COUNTY 385 WEST
TRANSMISSION IMPROVEMENTS
CIVIL
GORDON RD STA. 147+08 - STA. 156+48
ill
NOTES:
1. CONTRACTOR SHALL REMOVE
AND REPLACE EXISTING
CULVERTS WITH LIKE
DIAMETER AND MATERIALS
AS NEEDED FOR WATER
MAIN CONSTRUCTION, WITH
NO SEPERATE PAYMENT
BEING MADE. NEW CULVERTS
TO MATCH EXISTING
GRADES.
2. NEW FIRE HYDRANTS SHALL
BE PLACED INSIDE THE
EXISTING RIGHTS -OF -WAY.
HYDRANT SCALE SHOWN
FOR CLARITY.
3. CONTRACTOR SHALL EXPOSE
UTILITY CROSSINGS THROUGH
VACUUM EXCAVATION OR HAND
DIGGING WHEN WATER MAIN
CONSTRUCTION IS WITHIN 200
FT OF UTILITY.
4. WATER MAIN SHALL BE
INSTALLED WITH A MINIMUM OF
42 INCHES OF COVER UNDER
EITHER THE EDGE OF
PAVEMENT OF THE ADJACENT
ROADWAYS OR EXISTING
GRADE, WHICHEVER IS LOWER.
PROD. START DATE:
2019.NOV
MCE PROJ. #
00358-0141
DRAWN
DWH
DESIGNED
WOH
CHECKED
AJP
PROJ. MGR.
AJP
a
1
a
J 8'
SCALE: 1"=4' (Vert.)
SCIDZAL
: C 15
1"
VERTICAL: 1
=4 JD
REVISION
STATUS: ISSUED FOR PERMITTING
NOT FOR CONSTRUCTION
I:\00358\0141\WATER\80-DRAWINGS\CIVIL\C.01-003580141-J000385-SHEET&BASE.DWG 03/27/2020 10:25:48 DAVID HAMMOND

N11
DOUBLE Z FARMS LIMI O PARTNERSHIP / I /F II
P O B X 107 / / DOUBLE 2 FARMS IMITED PARTNERSHIP /
WILSO IN 01
MIL NC, 27693-0000 WILSON M01S NC,12]693-0000
PIN:1 ]00-04510]
DB:02001 PG:0927 P 168700-045107-
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00
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ERE SHOWN, SEE DETAIL WHERE SHOWN, SEE--0 IL
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P 080X 101
IMLSO IN MILLS NC, 27593-0000
PIN: ILLS C, 2759 \\\
04-5107
DB:02001 PG:0927.
pp
PLAN VIEW
HORIZ: 1 "=40'
274
272
270
268
266
264
262
260
258
256
254
252
250
248
246
244
242
240
_
1
i
�
I
i
i
2" MIN
--
COVER
TYP.
PROPOSED -16"-DIP
I
CONTRACTOR SHALL MAINTAIN CONSTANT
UPWARD GRADE TO HYDRANT TO AVOID
INTERMEDIATE HIGH POINTS (TYP.)
i
I
157+00 158+00 159+00 160+00 161+00 162+00
PROFILE VIEW
HORIZ: 1 "=40'
VERT: 1"=4'
REV.NO.
DESCRIPTION
DATE
D
ISSUED FOR PERMITTING -NOT FOR CONSTRUCTION
03/27/20
C
90%DESIGN-NOT FOR CONSTRUCTION
03/73/20
8
60%DESIGN- NOT FOR CONSTRUCTION
02/07/20
A
30%DESIGN - NOT FOR CONSTRUCTION
11/15/19
REVISIONS 00
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Venture IV Building, Suite 500
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Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
NC License# F-1222
www.mckimcreed.com
163+00
JOHNSTON
COUNTY
DEPARTMENT
OF UTILITIES
164+00
165+00
40' 0 40' 80'
SCALE: 1"=40' (Horiz.)
274
272
270
268
266
264
262
260
258
256
254
252
250
248
246
244
242
240
165+88
JOHNSTON COUNTY 385 WEST
TRANSMISSION IMPROVEMENTS
CIVIL
GORDON RD STA. 156+48 - STA. 165+88
NOTES:
1. CONTRACTOR SHALL REMOVE
AND REPLACE EXISTING
CULVERTS WITH LIKE
DIAMETER AND MATERIALS
AS NEEDED FOR WATER
MAIN CONSTRUCTION, WITH
NO SEPERATE PAYMENT
BEING MADE. NEW CULVERTS
TO MATCH EXISTING
GRADES.
2. NEW FIRE HYDRANTS SHALL
BE PLACED INSIDE THE
EXISTING RIGHTS -OF -WAY.
HYDRANT SCALE SHOWN
FOR CLARITY.
3. CONTRACTOR SHALL EXPOSE
UTILITY CROSSINGS THROUGH
VACUUM EXCAVATION OR HAND
DIGGING WHEN WATER MAIN
CONSTRUCTION IS WITHIN 200
FT OF UTILITY.
4. WATER MAIN SHALL BE
INSTALLED WITH A MINIMUM OF
42 INCHES OF COVER UNDER
EITHER THE EDGE OF
PAVEMENT OF THE ADJACENT
ROADWAYS OR EXISTING
GRADE, WHICHEVER IS LOWER.
PROJ. START DATE:
2019.NOV
MCE PROJ. #
00358-0141
DRAWN
DWH
DESIGNED
WOH
CHECKED
AJP
PROJ. MGR.
AJP
a
C
0
J
8'
SCALE: 1"=4'
(Vert.)
SCALE
C 16
HORIZONTAL:
1"=40'
DRAWING NUMBER
VERTICAL:
D
REVISION
TATDS ISSUED FOR PERMITTING
NOT FOR CONSTRUCTION
1:\00358\0141\WATER\80—DRAWINGS\CIVIL\C.01-003580141—J000385—SHEET&BASE.DWG 03/27/2020 10:26:33 DAVID HAMMOND

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282
280
278
276
274
272
270
268
266
264
262
260
258
256
254
252
250
248
166+00
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NEW FIRE HYDRANT) \ " * , SI YFENCE OUTLET (TYP.
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PLAN VIEW
HORIZ: 1 "=40'
EW FIRE
HYDRANT
ASSEMB
Y -
EX GRADE (IS)
-
—
420 MIN
i
—
C
VILK (I TV
i
—
16
x6 DI
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CONTRACTOR SHALL MAINTAIN CONSTANT
UPWARD GRADE TO HYDRANT TO AVOID
INTERMEDIATE HIGH POINTS (TYP.)
CONTRACTOR SHALL MAINTAIN CONSTANT
UPWARD GRADE TO HYDRANT TO AVOID
INTERMEDIATE HIGH POINTS (TYP.)
-
167+00 168+00 169+00 170+00 171+00
PROFILE VIEW
HORIZ: 1 "=40'
VERT: 1 "=4'
REV.NO.
DESCRIPTION
DATE
D
ISSUED FOR PERMITTING- NOT FOR CONSTRUCTION
03127/20
C
90% DESIGN -NOT FOR CONSTRUCTION
03113/20
B
60%DESIGN - NOT FOR CONSTRUCTION
QJ07/20
A
30%DESIGN - NOT FOR CONSTRUCTION
11115119
REVISIONS
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Venture IV Building, Suite 500
1730 Varsity Drive
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
NC License# F-1222
www.mckimcreed.com
172+00
173+00
JOHNSTON
COUNTY
DEPARTMENT
OF UTILITIES
174+00
282
280
278
276
274
272
270
268
266
264
262
260
258
256
254
252
250
248
175+00175+23
40' 0 40' 80'
SCALE: 1 "=40' (Horiz.)
JOHNSTON COUNTY 385 WEST
TRANSMISSION IMPROVEMENTS
CIVIL
GORDON RD STA. 165+88 - STA. 175+23
NOTES:
1. CONTRACTOR SHALL REMOVE
AND REPLACE EXISTING
CULVERTS WITH LIKE
DIAMETER AND MATERIALS
AS NEEDED FOR WATER
MAIN CONSTRUCTION, WITH
NO SEPERATE PAYMENT
BEING MADE. NEW CULVERTS
TO MATCH EXISTING
GRADES.
2. NEW FIRE HYDRANTS SHALL
BE PLACED INSIDE THE
EXISTING RIGHTS —OF —WAY.
HYDRANT SCALE SHOWN
FOR CLARITY.
3. CONTRACTOR SHALL EXPOSE
UTILITY CROSSINGS THROUGH
VACUUM EXCAVATION OR HAND
DIGGING WHEN WATER MAIN
CONSTRUCTION IS WITHIN 200
FT OF UTILITY.
4. WATER MAIN SHALL BE
INSTALLED WITH A MINIMUM OF
42 INCHES OF COVER UNDER
EITHER THE EDGE OF
PAVEMENT OF THE ADJACENT
ROADWAYS OR EXISTING
GRADE, WHICHEVER IS LOWER.
PROJ. START DATE:
2019.NOV
MICE PROJ. #
00358-0141
DRAWN
DWH
DESIGNED
WOH
CHECKED
AJP
PROJ. MGR.
AJP
4
C
4
SCALE: 1"=4'
(Vert.)
SCALE
C 17
HORIZONTAL:
1"=40'
DRAWING NUMBER
VERTICAL:
D
1..=4.
REVISION
>TATUS: ISSUED FOR PERMITTING
NOT FOR CONSTRUCTION
I:\00358\0141\WATER\80—DRAWINGS\CIVIL\C.01-003580141—J000385—SHEET&BASEDWG 03/27/2020 10:27:18 DAVID HAMMOND

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292
290
288
286
284
282
280
278
276
274
272
270
268
266
264
262
260
258
257
00
co
000
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H~
V) W
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HORIZ: 1 "=40'
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NEW FIRE
HYDRANT-
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-
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TA: 18
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/
2" MINCO
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VEK
X
3f
_
CONTRACTOR SHALL MAINTAIN CONSTANT
UPWARD GRADE TO HYDRANT TO AVOID
INTERMEDIATE HIGH POINTS (TYP.)
4"MIN
_
176+00 177+00 178+00 179+00 180+00
REV.NO.
DESCRIPTION
DATE
D
ISSUED FOR PERMITTING - NOT FOR CONSTRUCTION
03/2]/20
C
90% DESIGN- NOT FOR CONSTRUCTION
03/13120
8
fi0%DESIGN-NOT FOR CONSTRUCTION
OV07120
A
30% DESIGN -NOT FOR CONSTRUCTION
11/15119
REVISIONS
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v NI�I�/I�CIZEED
Venture IV Building, Suite 500
1730 Varsity Drive
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
NC License# F-1222
www.mckimcreed.com
181 +00
182+00
JOHNSTON
COUNTY
DEPARTMENT
OF UTILITIES
183+00
184+00
40' 0 40' 80'
SCALE: 1"=40' (Horiz.)
292
290
288
286
284
282
280
278
276
274
272
270
268
266
264
262
260
258
257
184+68
JOHNSTON COUNTY 385 WEST
TRANSMISSION IMPROVEMENTS
CIVIL
GORDON RD STA. 175+23 - STA. 184+68
NOTES:
1. CONTRACTOR SHALL REMOVE
AND REPLACE EXISTING
CULVERTS WITH LIKE
DIAMETER AND MATERIALS
AS NEEDED FOR WATER
MAIN CONSTRUCTION, WITH
NO SEPERATE PAYMENT
BEING MADE. NEW CULVERTS
TO MATCH EXISTING
GRADES.
2. NEW FIRE HYDRANTS SHALL
BE PLACED INSIDE THE
EXISTING RIGHTS -OF -WAY.
HYDRANT SCALE SHOWN
FOR CLARITY.
3. CONTRACTOR SHALL EXPOSE
UTILITY CROSSINGS THROUGH
VACUUM EXCAVATION OR HAND
DIGGING WHEN WATER MAIN
CONSTRUCTION IS WITHIN 200
FT OF UTILITY.
4. WATER MAIN SHALL BE
INSTALLED WITH A MINIMUM OF
42 INCHES OF COVER UNDER
EITHER THE EDGE OF
PAVEMENT OF THE ADJACENT
ROADWAYS OR EXISTING
GRADE, WHICHEVER IS LOWER.
PROJ. START DATE:
2019.NOV
MCE PROJ. #
00358-0141
DRAWN
DWH
DESIGNED
WOH
CHECKED
AJP
PROJ. MGR.
AJP
d
I
J 8'
SCALE: 1"=4' (Vert.)
SCALE
Cj 1 8
HORIZONTAL:
r•=40'
DRAVNNG NUMBER
VERTICAL:
D
REVISION
STATUS: ISSUED FOR PERMITTING
NOT FOR CONSTRUCTION
I:\00358\0141\WATER\80-DRAWINGS\CIVIL\C.01-003580141-J000385-SHEET&BASE.DWG 03/27/2020 10:28:03 DAVID HAMMOND

312
310
308
306
304
302
300
298
296
294
292
290
288
286
284
282
280
278
277
i
PLAN VIEW
HORIZ: 1"=40'
// / /.
40' 0 40' 80'
SCALE: 1"=40' (Horiz.)
ASSEMBLY
LE
STA: 194+07
a
EX.
GRADE (GlS)
--
-
/
---
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--
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(DEP
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-
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16"x6"-DI
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/
TA: 194+07
o
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-
CONTRACTOR SHALL MAINTAIN CONSTANT
-
—"—
-
—
UPWARD GRADE TO HYDRANT TO AVOID
42"
MIN
INTERMEDIATE HIGH POINTS (TYP.)
�
COVER
TYP.
-
-
i0-71
(DEP
APPRO!)
i
/
I
312
310
308
306
304
302
300
298
296
294
292
290
288
286
284
282
280
278
277
185+00 186+00 187+00 188+00 189+00 190+00 191+00 192+00 193+00 194+00 194+45
REV.NO.
DESCRIPTION
DATE
D
ISSUED FOR PERMITTING- NOT FOR CONSTRUCTION
03/27/20
C
902E2IG2- NOT FOR CONSTRUCTION
2
03/13/20
B
SO%DESIGN - NOT FOR CONSTRUCTION
02/07/20
A
30%DESIGN - NOT FOR CONSTRUCTION
11/19/19
REVISIONS 00
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e44*�,McM&CREED
Venture IV Building, Suite 500
1730 Varsity Drive
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
NC License# F-1222
www.mckimcreed.com
JOHNSTON
COUNTY
DEPARTMENT
OF UTILITIES
JOHNSTON COUNTY 385 WEST
TRANSMISSION IMPROVEMENTS
CIVIL
GORDON RD STA. 184+68 - STA. 194+45
NOTES:
1. CONTRACTOR SHALL REMOVE
AND REPLACE EXISTING
CULVERTS WITH LIKE
DIAMETER AND MATERIALS
AS NEEDED FOR WATER
MAIN CONSTRUCTION, WITH
NO SEPERATE PAYMENT
BEING MADE. NEW CULVERTS
TO MATCH EXISTING
GRADES.
2. NEW FIRE HYDRANTS SHALL
BE PLACED INSIDE THE
EXISTING RIGHTS -OF -WAY.
HYDRANT SCALE SHOWN
FOR CLARITY.
3. CONTRACTOR SHALL EXPOSE
UTILITY CROSSINGS THROUGH
VACUUM EXCAVATION OR HAND
DIGGING WHEN WATER MAIN
CONSTRUCTION IS WITHIN 200
FT OF UTILITY.
4. WATER MAIN SHALL BE
INSTALLED WITH A MINIMUM OF
42 INCHES OF COVER UNDER
EITHER THE EDGE OF
PAVEMENT OF THE ADJACENT
ROADWAYS OR EXISTING
GRADE, WHICHEVER IS LOWER.
PROJ. START DATE:
2019.NOV
MCE PROJ. #
00358-0141
DRAWN
DWH
DESIGNED
WOH
CHECKED
AJP
PROJ. MGR.
AJP
4
0
J 8'
SCALE: 1"=4' (Vert.)
SCALE
Cj 1 9
HORIZONTAL:
1 "=40'
DRAWING NUMBER
VERTICAL:
1„=,.
D
REVISION
STATUS: ISSUED FOR PERMITTING
NOT FOR CONSTRUCTION
I:\00358\0141\WATER\80-DRAWINGS\CIVIL\C.01-003580141-J000385-SHEET&BASE.DWG 03/27/2020 10:28:51 DAVID HAMMOND

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PLAN VIEW 40' 0 40' 80'
HORIZ: 1"=40' SCALE: 1"=40' (Horiz.)
312
310
312
308
I
310
308
306
_�
-
304
306
304
302
300
298
_
-
42"
N
\
300
298
296
294
296
-
-
292
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---
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�_
NEW Fl
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TA: 20
NT
... _ _ . -
29
294
290
288
CONTRACTOR SHALL MAINTAIN CONSTANT
UPWARD GRADE TO HYDRANT TO AVOID
INTERMEDIATE HIGH POINTS (TYP.)
-
-
-
(DEPrH
APPx)I
290
-
286
284
- -
-
-
— !_
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24"
--
IN (I
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16"GTE
STA:
288
286
VAL
204+
6
282
STA: 20
45' DI
29
284
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-
282
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278
280
277
278
277
19b+UU 196+00 197+00 198+00 199+00 200+00
PROFILE VIEW
HORIZ: 1 "=40'
VERT. 1 "=4'
REV.NO.
DESCRIPTION
DATE
D
ISSUED FORPERMITTING-NOTFORCONSTRUCTION
03/2]I20
C
90%DESIGN- NOT FOR CONSTRUCTION
03/13I20
B
60%DESIGN - NOT FOR CONSTRUCTION
02107I2.
A
30%DESIGN - NOT FOR CONSTRUCTION
11/1611,
REVISIONS
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Venture IV Building, Suite 500
1730 Varsity Drive
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
NC License# F-1222
www.mckimcreed.com
201 +00
202+00
JOHNSTON
COUNTY
DEPARTMENT
OF UTILITIES
203+00
204+00
205+00
JOHNSTON COUNTY 385 WEST
TRANSMISSION IMPROVEMENTS
CIVIL
GORDON RD STA. 194+45 - STA. 205.57
205+57
NOTES:
1. CONTRACTOR SHALL REMOVE
AND REPLACE EXISTING
CULVERTS WITH LIKE
DIAMETER AND MATERIALS
AS NEEDED FOR WATER
MAIN CONSTRUCTION, WITH
NO SEPERATE PAYMENT
BEING MADE. NEW CULVERTS
TO MATCH EXISTING
GRADES.
2. NEW FIRE HYDRANTS SHALL
BE PLACED INSIDE THE
EXISTING RIGHTS -OF -WAY.
HYDRANT SCALE SHOWN
FOR CLARITY.
3. CONTRACTOR SHALL EXPOSE
UTILITY CROSSINGS THROUGH
VACUUM EXCAVATION OR HAND
DIGGING WHEN WATER MAIN
CONSTRUCTION IS WITHIN 200
FT OF UTILITY.
4. WATER MAIN SHALL BE
INSTALLED WITH A MINIMUM OF
42 INCHES OF COVER UNDER
EITHER THE EDGE OF
PAVEMENT OF THE ADJACENT
ROADWAYS OR EXISTING
GRADE, WHICHEVER IS LOWER.
PROJ. START DATE:
2019.NOV
MCE PROJ. #
00358-0141
DRAWN
DWH
DESIGNED
WOH
CHECKED
AJP
PROJ. MGR.
AJP
11
!9
J 8,
SCALE: 1 "=4'
(Vert.)
C20
SCALE
HORIZONTAL:
1"=40-
DRAWING NUMBE
VERTICAL:
D
1,.=4.
REVISION
STATUS: ISSUED FOR PERMITTING
NOT FOR CONSTRUCTION
I:\00358\0141\WATER\80-DRAWINGS\CIVIL\C.01-003580141-J000385-SHEET&BASE.DWG 03/27/2020 10:29:35 DAVID HAMMOND

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DB:03460 PG:W20 r".i" SEIGH, AARONAUGUST (.�3'. 1, `. 103 GRANT RCOURT
a... 86 GRANTON CT V P- 3 LAYTON NC, 7520-0000.
CLAYTON NC, 27520.7509 '/� \ ", SILT FEIV CAE OUTL T ( •\, � IN: 1677 - 6.9864
PIN:787700.68-3784 I \ , WHERE SHOWN, SEE ETA) 1. 1' `\ • �\
DB: 16777-66-375 ''4 \ -p.'.- B 03426 PQOBA9
no
1 / N/F2so� \ EC-12 N SHE T D \ TEMR SUPE� SILT FENCE
c TYP. yyHER SHOWN ,SEE
102TON COURT,
CLAYTONNC,2752o-0YDD \ I I \' \ DETAIL �C-1� ON S_HET D7)
PIN: 1677W.W3895 LIMIT OF DISTURBANCE/
t DB:03538 PG:o554
\ ° j CLEARING IMITS (TYP.) SEE DETAIL EC
106 ON
l ( DTH VARIES) I I \
SHF�ET DZ FOR SILTFENC
COMPOST S�(TYP. " F�VC WL L/N'OUT IN t LCATION LOC _
REMOVE ±535 LF OF EX� 6 HEAawaLC 1
\ STA. 204+80 - STA-1jp+15 )
WHERE SHOWN`;, SEE DF,�TAIL / 3 % I / I �� McRo (NV-273.a5' - ` EC
-4
ON SHEET D7
_ _
__-a)oe— --e o --�' --- -
----. — — O I W(R) w(R) JJ 16'rDIP W ,
)-F�(IR'1
LLn — �Ea)°e --- -- (a)es-- �' - _ - - - _ - - - W R -W(R)9�0+00 10 x10'. EXIT P �T �-
ABANDON IN, PLACE
+ 3" DI GORDON — f�20 'LF OF DIA/!1(AT/UT1L10"(10'- Et<tTRY PIT' \
----- -
N — — 208+00� (SR 191� STA. 210+20 -STA. 213+40 y_ . '. -
U I 207+00 -_- _ -__ _ - eB. _ - °v1§ , F (R - - H-
Q ->�->` �- — _ _ � �.. - F R)�: � �� � � 212+00 � �W ' �E -. "e' /- � � ` � N
_ .fi_ N
N 213+00\ U
TZ
ZN -- --_ . / / 1 ou_
-- --xes
�` 16" 5' DI ORIZ. BEND - - - °u _ r � w
J LLJ
w < o _ \ u S A: 210 02 ou ou o QL -- 4^ «' tea--_ -'-mot- 4 1 L w =
_ l �/` _ r\_ z�
/ ou \ °U�ouo 16" 11. 5' DI/VERT. END '"`coca rloN APPR A )\ __ Z w
�� /STA1+09� w
T
1 ou °u I PROPOSED 6" DIP WATE LINE 16" 45' I HORIZ. BEN y I \ STREAM 1 TOB
ou —OU Q
STRAW WATTLE (TYP. I I STA: 210+1 WETLA�D s -- <
WHERE SHOWN, SEE DETAIL /
1 \ EC-18 ON SHEET D8) I I / / i I \ 6" 11.25' DI VERT. 16ND t o
r \ STA: 21 +44
v 28
\ STONE FILTER PIPE INLET N ) I ' \ +
EnON (TYP. WHERE SHOWN,
SEE DI % 16"STA: 213+53 GA VALVE /
\ \ SEE D \ ' I I I I / ' / \ - _ /
TAiC EC-16 ON SHEET D8)
/ EX. WATER LINE T BE %
`279 ABANDONED IN PLACE. SE /
INSET 'A' (THIS S �E /
\ I NOVO 36R2POWH}dA;RMTAN
ACCEEUTICAL
\ I CL PIN 16 NC.♦'G702W 00 I I I I I I � � • I I � / /
\ PIN: 167700 7-0644
DB:04706 /
\1 j
PLAN VIEW 40' 0 40' 80'
HORIZ: 1"=40' SCALE: 1"=40' (Horiz.)
294
292
290
288
286
284
282
280
278
276
274
272
270
268
266
264
262
260
7n l
Zk
cD
HORIZONTAL DIRECTIONAL
DRILL ±292 LF STA. 210+82 - STA.
213+74
TELE
DEPTH
PPROX.
\
(DEI
TH APPROX.)42
>
o
COVER
MIN
(TYP.)
0
o
a.
\
N
ci
o
(DEPTH
ER-0130SED
E
MIV
2
11
18"
IN
i I
o
- ►
^N
I�
le
(DEPTHAPPROX.)
CONTRACTOR SHALL MAINTAIN CONSTANT
UPWARD GRADE TO HYDRANT TO AVOID
INTERMEDIATE HIGH POINTS (TYP.)
r
I
I
i
STA:
210
02
EX. GRADE
(SURVEY)
'
I
18"MIN
STA:
11+09
i
STA: 2
3+44
-'
10'
MIN
\
R=
0
R=
0
i
\
OPCWA
R
i10
6" GA
VALVE
STA:
13+53
206+00 207+00 208+00 209+00 210+00 211+00 212+00
PROFILE VIEW
HORIZ: 1 "=40'
VERT: 1 "=4'
REV.NO.
DESCRIPTION
DATE
D
ISSUED FOR PERMITTING -NOT FOR CONSTRUCTION
23127/20
C
90%DESIGN- NOT FOR CONSTRUCTION
03113/20
B
80%DESIGN- NOT FOR CONSTRUCTION
02fov"
A
30%DESIGN - NOT FOR CONSTRUCTION
11116119
REVISIONS
SEAL
049224
cj
0illli�l��`��` oY"
v NFM&CREED
Venture IV Building, Suite 500
1730 Varsity Drive
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
NC License# F-1222
www.mckimereed.com
213+00
294
292
290
288
286
284
282
280
278
276
274
272
270
268
266
264
262
260
213+90
NOTES:
1. CONTRACTOR SHALL REMOVE
AND REPLACE EXISTING
CULVERTS WITH LIKE
DIAMETER AND MATERIALS
AS NEEDED FOR WATER
MAIN CONSTRUCTION, WITH
NO SEPERATE PAYMENT
BEING MADE. NEW CULVERTS
TO MATCH EXISTING
GRADES.
2. NEW FIRE HYDRANTS SHALL
BE PLACED INSIDE THE
EXISTING RIGHTS -OF -WAY.
HYDRANT SCALE SHOWN
FOR CLARITY.
3. CONTRACTOR SHALL EXPOSE
UTILITY CROSSINGS THROUGH
VACUUM EXCAVATION OR HAND
DIGGING WHEN WATER MAIN
CONSTRUCTION IS WITHIN 200
FT OF UTILITY.
4. WATER MAIN SHALL BE
INSTALLED WITH A MINIMUM OF
42 INCHES OF COVER UNDER
EITHER THE EDGE OF
PAVEMENT OF THE ADJACENT
ROADWAYS OR EXISTING
GRADE, WHICHEVER IS LOWER.
0
U
4
-m 8•
SCALE: 1"=4' (Vert.)
JOHNSTON
COUNTY
DEPARTMENT
OF UTILITIES
Oft-
00
cam,_ �•,s��. ^c ; L.,�s 8 8 _
4
6
S
2
CUT AND CAP EXISTING
6" PVC WATER LINE W/
(2) 6" PVC APS
INSET A 100O 100' 200'
HORIZ: 1"=100' SCALE: 1"=100' (Horiz.)
JOHNSTON COUNTY 385 WEST
TRANSMISSION IMPROVEMENTS
CIVIL
GORDON RD STA. 205+57 - STA. 213+90
PROD. START DATE:
2019.NOV
MCE PROJ. #
00368-0141
DRAWN
DWH
DESIGNED
WOH
CHECKED
AJP
PROJ. MGR.
AJP
SCALE
C21
HORIZONTAL:
1"=40•
DRAWING NUMBER
VERTICAL:
D
REVISION
r
US: ISSUED FOR PERMITTING
NOT FOR CONSTRUCTION ,
I:\00358\0141\WATER\80—DRAWINGS\CIVIL\C.01-003580141—J000385—SHEET&BASE.DWG 03/27/2020 10:30:35 DAVID HAMMOND

O
0)
N N
UI
06,
Lj
BETTY L 2367 GORDON
367 GORDON RD
CLAYTON NC, 27520-0 00
PIN:167700-56-1770
DB:0m53 PG:0045
Pp
G.3STRANSFER
JACK AND BORE 76 LF OF 30" STEEL COMPOST SOC TYP.
CASING THICKNESS 0.375+' w 76 LF OF TEMP. STRAW W/ NET LINER E DE 2 i w RY
WHERE SHOWN SEE DETAIL oG ,
( ) / (TYP. WHERE SHOWN. '- — - N
46_.BJ,DIP CARRIER PIPE EC-15 ON SHEET D7) ° 00
/ SEE DETAIL EC-19 9N SHEET DS y. _( _ _ �� y A-
o ` STRAW WATTLE 10
WH
RE -SHOW ,, SEE DETAIL �� � fo= =- C4 N
'EC-18 ON SHEET D8) _
/=F-(R�
..� —
W(R) U)
T++_++ DI
Ro 2I,-6
R (R)— JZ0
N
FD R) z__
PRbPDSE-'IEMPOR R
/ C0 NSTTRUC11ON ASEMENTj r285
"-LIMIT5� DISTURBANCE/ ) + I OPOSED 16" DIP WATER LINE
/ 16 45' DI HORIZ. BEND - - CLEARING LIMITS (TYP.)
/ CID/i 3fA: 215+26 (WIDTH vg@lE5) _ — —
C4/ / / 35"x10" LAUNCHING-P-1T -- — — —
/ � AS FI�2E NT \
/ 16!"-45�DI HORIZ. BEND N/F `1 ..+� SfA: 218+96`�\
/ --S I A: 21 5+1 2 VO NORiLR1C?rP.H''ARMACEUT CAS /�
�- 3612 P9vvcy.TAN RD
YrONNs.2Z527-0000 �� 0 •
i GATE VALVE �\ B Nlk6 PG.020K __
/
/
f
PLAN VIEW
HORIZ: 1"=40'
294
292
290
288
286
284
282
280
278
276
274
272
270
268
266
264
262
260
I\
\
I
I
I
I
31
q
NEW
FIRE
YDRANT
STA:
218+96
Al
3
f —
r
—
7ELE
T
OVER (TYP.)
(D
PTH APPROX.)
(DEPTH
APPROX.
1 I 1,0"x10"
RECEIVIN
; PIT-
x 1O- LAUNCHING
i
I �
I .
I
(
CONTRACTOR SHALL MAINTAIN CONSTANT
UPWARD GRADE TO HYDRANT TO AVOID
INTERMEDIATE HIGH POINTS (TYP.)
"
I
i
PROPOSED 16*
(DEP7H
APPROX.)---
(DfPTH
APP
OX.)
.__
---
16
45' DI
AORIZ. B
ND
I
i
I
-
STA:
�` DI
215+
ORIZ.
2
CONTRACTOR SHALL MAINTAIN CONSTANT
UPWARD GRADE TO HYDRANT TO AVOID
INTERMEDIATE HIGH POINTS (TYP.)
16"
GATE V
LVE
I
I
+
JA
K AND
ORE 76
LF OF
0" STE
CASING
(THICKNESS
0.375")
w/ 76 LF
OF
I
7HEORE
CAL
214+00
REV.NO.
DESCRIPTION
DATE
D
ISSUED FOR PERMITTING - NOT FOR CONSTRUCTION
0312]/20
C
90% DESIGN - NOT FOR CONSTRUCTION
21!1L120
B
60I DESIGN- NOT FOR CONSTRUCTION
OV07120
A
30%DESIGN - NOT FOR CONSTRUCTION
11/16/19
REVISIONS
215+00 216+00 217+00 218+00
PROFILE VIEW
HORIZ: 1 "=40+
VERT. 1 "=4'
v NI 10A&CREED
v
Venture IV Building, Suite 500
1730 Varsity Drive
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
NC License# F-1222
www.mckimcreed.com
219+00
220+00
JOHNSTON
COUNTY
DEPARTMENT
OF UTILITIES
221+00
294
292
290
288
286
284
282
280
278
276
274
272
270
r.;
266
264
262
260
221 +82
40' 0 40' 80'
SCALE: 1"=40' (Horiz.)
JOHNSTON COUNTY 385 WEST
TRANSMISSION IMPROVEMENTS
CIVIL
GORDON RD STA. 213+90 - STA. 221+82
r
NOTES:
1. CONTRACTOR SHALL REMOVE
AND REPLACE EXISTING
CULVERTS WITH LIKE
DIAMETER AND MATERIALS
AS NEEDED FOR WATER
MAIN CONSTRUCTION, WITH
NO SEPERATE PAYMENT
BEING MADE. NEW CULVERTS
TO MATCH EXISTING
GRADES.
2. NEW FIRE HYDRANTS SHALL
BE PLACED INSIDE THE
EXISTING RIGHTS -OF -WAY.
HYDRANT SCALE SHOWN
FOR CLARITY.
3. CONTRACTOR SHALL EXPOSE
UTILITY CROSSINGS THROUGH
VACUUM EXCAVATION OR HAND
DIGGING WHEN WATER MAIN
CONSTRUCTION IS WITHIN 200
FT of UTILITY.
4. WATER MAIN SHALL BE
INSTALLED WITH A MINIMUM OF
42 INCHES OF COVER UNDER
EITHER THE EDGE OF
PAVEMENT OF THE ADJACENT
ROADWAYS OR EXISTING
GRADE, WHICHEVER IS LOWER.
PROJ.START DATE:
2019.NOV
MICE PROD. #
00358.0141
DRAWN
DWH
DESIGNED
WOH
CHECKED
AJP
PROJ. MGR.
AJP
►y
R
►y
8'
SCALE: 1"=4'
(Vert.)
SCALE
C22
HORIZONTAL:
1"=40'
DRAWING NUMBE
VERTICAL:
D
REVISION
STATUS: ISSUED FOR PERMITTING
NOT FOR CONSTRUCTION
I:\00358\0141\WATER\80-DRAWINGS\CIVIL\C.01-003580141-J000385-SHEET&BASE.DWG 03/27/2020 10:31:19 DAVID HAMMOND

\ _
\
------ WF \ / `' C co /R -w Rl' o �__. PP. NIF-
2367 GOOD
BETTY L \ ,, ���lll \ \ - \ . " -'- YOUNG FAMILY IRREVOCABLE TRUST
2367 GORDON RD \ \ / _� / — — / \cU V \ `` 3739 NATIONAL DR STE 227 —'_.. �'•�� �— f —
CLAYTON NO 27520-0000 —��
PIN: 7-1770
8:' Ij' VVV
00753 53 PG: PG:0045
GA VALVE
STA: -222 01
— --278- 16" 5. I HORIZ. 15'�\
STA: 222+05
/ffi
i
i
�4
� e
i /FoIR GO
� l
i
<1
292
290
288
286
284
282
280
278
276
274
272
270
268
266
264
262
260
258
257
19
24" R
LIMITS OF -DISTURBANCE/ �-
-Fol,) �\� _ ��� �� - CLEARING LIMITS (TYP.)
_ WIDTH VARIES J — -
�� 'NR �, �. -�tR) SIL�NCE_OUTLET (TYP.• . ( )--
� x1 EXIT IT _Fo(R1' � -::LQ R2- _ WHERE -SHOWN; SEE -DE AI --
r�j/ - ON R� �"111�OJJ SHEET �7 .. _ _ --
---
2J2 38 1913 _� - - R) _ — SILT. FENCE (TYP.
D
ER, ;SHOWN SE L ,
(R)EC- ON -SHEET D7)if E
v Fo R i
©\4 cro( - AI
T
r -
-�'� -jKRj—. T(R)—.-22-7+00.=S�F_=�B\= _T
INV-274.14 _-_r(
R)-r228+00 -_ jam— 24E ,
16 GATE VANE \ �- +• R) TlR) _ a
STA25+O6 �_ Tg+00
�6"2\30' DI HORIS„ BEND
STA:12 +03 — _ _ / \ \ �- T—''9�11 �23ot
r r EAo wALL
N
(LOCATION APPROX.) 16" 11.25' DI VERT. BENT)' TEMP. SU R SILT. FENCE cv
STA: 224+77 \\ (TYP. WHERE SHOWN. `SEEr(?3r0p-- U
i J _—
\ srRco LLJ
DETAIL EC-11 ON SHEETI D7) PR POSED 16" DIP WATER LINE
\ EAM 11 OB ��-.�--� '' ' . , WETLAND \ LL.1
- CROSSING
\ 2
.. TEMP. WE D CRO
I\ \ ,�' \ �, (TYP. WHERE SHOWN, SEE �1
PROPOSED PERMANENT \ \ A ` DETAIL EC-21 ON SHEET D8). \ _�
1TILITY EASEMENT N/F \ \ U
�-t nnn
N OVO�RDISK PHARMACEUTICAL r
\� Z �— — \—_WLB-- _ 12 POWHATAN RD _ — 4
PIN 67700 57-1644 \ '.^—VIl9__ _� —WLB - —_ 28j WL9—
= .5 -64
PLAN VIEW
HORIZ: 1 "=40'
-
- _
N
NI
W I
N
N
01
WI
I
121.
-10
x
COVER
I
S
GATE
A• 2224
M Lw
Ot
y
—
—E
I —
,
" 45' DI
HORIZ.
BEND
I
1
WAIW1
I
(DEPTH
APPROX.)
16"
11.25'
11 VERT.
ENDSTA:
I
-
222+11
EX.
WADE S
VEY
`-
16" GA
VALVEIP
W
R LINE
16" 45
DI HOR
Z. BEND
+
/
16" 22.
0' DI H
RIZ. BED
CONTRACTOR SHALL MAINTAIN CONSTANT
UPWARD GRADE TO HYDRANT TO AVOID
INTERMEDIATE HIGH POINTS (TYP.)
STA: 2
5+03
10' MIN
16" 11.
5' DI VERT.
BEN
STA: 2
4+77
Ilk
R-40
'
=400
PROPOS'
M
222+00 223+00 224+00 225+00 226+00 227+00
PROFILE VIEW
HORIZ: 1 "= 40'
VERT: 1 "=4'
REV.NO.
DESCRIPTION
DATE
D
ISSUED FOR PERMITTING -NOT FOR CONSTRUCTION
03/27/20
C
90Y. DESIGN- NOT FOR CONSTRUCTION
03N3/20
B
60%DESIGN- NOT FOR CONSTRUCTION
01/07/20
A
30%DESIGN - NOT FOR CONSTRUCTION
11/16/19
REVISIONS
.. I.C....
S
l� W�049224 ; _
'., cP� •. fHG...... • G��
0.
v NigKM&QED
Venture IV Building, Suite 500
1730 Varsity Drive
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
NC License# F-1222
www.mckimcreed.com
228+00
229+00
JOHNSTON
COUNTY
DEPARTMENT
OF UTILITIES
230+00
292
290
288
286
284
282
280
278
276
274
272
270
268
266
264
262
260
258
257
231 +00 231 +31
40' 0 40' 80'
SCALE: 1"=40' (Horiz.)
JOHNSTON COUNTY 385 WEST
TRANSMISSION IMPROVEMENTS
CIVIL
GORDON RD STA. 221+82 - STA. 231+31
NOTES:
1. CONTRACTOR SHALL REMOVE
AND REPLACE EXISTING
CULVERTS WITH LIKE
DIAMETER AND MATERIALS
AS NEEDED FOR WATER
MAIN CONSTRUCTION, WITH
NO SEPERATE PAYMENT
BEING MADE. NEW CULVERTS
TO MATCH EXISTING
GRADES.
2. NEW FIRE HYDRANTS SHALL
BE PLACED INSIDE THE
EXISTING RIGHTS -OF -WAY.
HYDRANT SCALE SHOWN
FOR CLARITY.
3. CONTRACTOR SHALL EXPOSE
UTILITY CROSSINGS THROUGH
VACUUM EXCAVATION OR HAND
DIGGING WHEN WATER MAIN
CONSTRUCTION IS WITHIN 200
FT OF UTILITY.
4. WATER MAIN SHALL BE
INSTALLED WITH A MINIMUM OF
42 INCHES OF COVER UNDER
EITHER THE EDGE OF
PAVEMENT OF THE ADJACENT
ROADWAYS OR EXISTING
GRADE, WHICHEVER IS LOWER.
PROJ. START DATE:
2019.NOV
MCE PROJ. #
00368-0141
DRAWN
DWH
DESIGNED
WOH
CHECKED
ASP
PROJ. MGR.
AJP
5
4'
J
8'
SCALE: 1"=4'
(Vert.)
SCALE
C23
HORIZONTAL:
1"401
DRAWING NUMBE
VERTICAL:
D
REVISION
'STATUS: ISSUED FOR PERMITTING
NOT FOR CONSTRUCTION
I:\00358\0141\WATER\80-DRAWINGS\CIVIL\C.01-003580141-J000385-SHEET&BASE.DWG 03/27/2020 10:32:04 DAVID HAMMOND

300
298
296
294
292
290
288
286
284
282
280
278
276
274
272
270
268
266
265
LIMITS OF DISTURBANCE/
CLEARING LIMITS (TV.)
\ YOUNG FAMILVIRREVOCABLE TRUST (WIDTH VARIES)
/ / \ 3739 NATIONAL Dft S 27
RALEI GH NC, 275Y1-0013 \ \
/- PIN 167
IDS 7 -331 �
37+00 _
16" 90' DI HORIZ. BEND
STA: 237+78
-16" GATE VALVE
STA: 237+96
-161 DI TEE
STA: 238+01
-16" GATE VALVE
STA: 238+07
J\ �
\"NJ.
t/ OMPOS+ SOCK (TYP. / /., \ : ` \ 11 .\ / 20"x16" DI REDUCER \\
WHER SHOWN SEE DETAIL y _ITQ 1 , / STA: 238+10 4y \
C-15 0 Sh1 T--D-7 // FDiR) _ LSA \ \\ J\
\ / �, o '-FG \tj\T \\ \ \ 16" GATE VALVE \\\
F K 28 j' l NEW FIR
hFYDBLNT \ STA: 238+00 \
YOU RYIRREVOCA ETR ST - ® �� \ /'/ / \ �` \ \T
j3 39NATIONAL DR STZ22] / ZIR�/ ASSEMB
ALEIGH INC, 27612443 �. y / ; . / / i/ STA: 237+43 T \ \ \ \
`PIN:167700-46-3313� y
Y B 04666." \ \\T \ \ \
45- Dk HORIZ. BEND to PROPOSED 20" DIP WATER LINE \ \
\\_ :�'Yf1��/ % / \ ._: _ i �// ,r!00 i�`�l/ ✓-J�--•l, \ \ SSA. 237+52
,. „ r \ \ \ \ \\ \ STRAW WATTLE (TYP.
/ 16 x16 DI TEE \
�\ KIRI' ss> \ STA 2 8+00 R• \� r\ \ WHERE SHOWN, SEE DETAIL
��O �t .' `• \ �� o \ \ \ EC-18 ON SHEET D8)
16'vf \
" GATE VE ) \
PROPOSED JEMAORARY `CTA: 238+ \ o \ \ \
CONSTRUCTION EASEMENT \ \ —�
16" 22.50' DI HORIZ. BEND\\�
STA: 236+48
/ / •`' .,I` 1' I \\ '` ��\\ `\ ?, DROP INLET �i-
�C`I�N /NV.=290.83' PJ
U1 W 'F 1/ De� R�\ R' r �� �f ; P OPOSED 16" DIP WATER LINE' / �4 WE
N / / GOR '�"' '' ''-Y "CIRi �•S3k� - it •-\ Y CIHO �THEODORE; LIMES 1ti� \ "J•- ��
2 I / �R wF - / 2 FOX DEG g 4 \\ \ X
i � Z CII{OS THEtGJ3OREJAMES \\ CLAYTON NC 2752
1 2017 F N I PIN: 1677 pL-r3C7 5 , ♦ " PP�p O N
CLAYTO C 75 -0000 \
U i sy r/ PIN. 10700- 8 0 / DB:
DB:011 PG. 06\ / l \/i/ /l \ \��,
V
TEMP. TREE PROTECTION r / +� vv v v
FENCE TYP. WHERE SkIOWN, \ y ( \ o\� \\' \ G� <5;1
SEE DETAIL EC-10 GIN .�ET D7)
1
\ i)=MP. `Sl1PER SILT FENCE �, r, N/F \ ,
\� :TYP. WHERE SHOWN, SE
CIHOS,THEODOREJAMES \ / R, ,�..x,TANSM/SyypggqION
_ 2017 FOX /
h ? DETAIL EC-11 ON SHEE1!) \ / CLAYTONNO27527� / /R /
PIN: i16676700.37 \ .
/ ` \\
SILT NICE OUTLET TYP.
r WHEREHOWN, SEE DETAIL
EC=12 01 SHEET D7)
PLAN VIEW
HORIZ: 1 "=40'
40' 0 40' 80,
SCALE: 1"=40' (Horiz.)
I
0
y
�
Cil
-
NEW
FIRE H
RANT
EMBL-
37+43
f1►
�—
\�
- -
—
- AS
STA:
_
(DEPTH APPROX.)
-
(DEPTH
-TELE-
PPROX.)
--
'',
-
—�
TELAPA
TEI
E
-APPROX.
--
---_----
- /—UNK
EO-
DEPTH A
PROX.
---(DEPTH
APF
qOX) _
--
(DEPTI,I
APPROX.
--
16"
EPTH A
DIP W
PROX."
- -
-
-
----
24"MIN
10 Milli
�-
"
COVER (T
YP.)
—
- -
- t 6„
6„ D
- -
x 5'
DI RED
JCER
- -- -
16" 22.5O
DI H
- ST
RIZ. BEND
: -236
16" 45- DI HORIZ.
BED
-
16" GA
VALVE:
I INF
16"
90' DI HORIZ.
BED
"xW
-
16" Dl
WATER,
-'6
-- --
-
_
STA: 2
DI TEE
8+01
_..
"
- --
STA: 2
1E VA
7+96
232+00 233+00 234+00 235+00 236+00 237+00
PROFILE VIEW
HORIZ: 1 "=40'
VERT. 1 "=4'
REV.NO.
DESCRIPTION
DATE
D
ISSUED FOR PERMITTING -NOT FOR CONSTRUCTION
OW27/20
C
!0'/.DESIGN- NOT FOR CONSTRUCTION
03/13/20
B
0%DESIGN
6- NOT FOR CONSTRUCTION
02/07/20
A
30%DESIGN - NOT FOR CONSTRUCTION
11/16/1S
REVISIONS 00
v M KM&CREED
v
Venture IV Building, Suite 500
1730 Varsity Drive
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
NC License# F-1222
www.mckimcreed.com
238+00
JOHNSTON
COUNTY
DEPARTMENT
OF UTILITIES
239+00
240+00
241 +00
JOHNSTON COUNTY 385 WEST
TRANSMISSION IMPROVEMENTS
300
298
296
294
292
290
288
286
284
282
280
278
276
274
272
270
268
266
265
CIVIL
GORDON RD & US HWY 70 STA. 231+31 -
STA. 241 +22
NOTES:
1. CONTRACTOR SHALL REMOVE
AND REPLACE EXISTING
CULVERTS WITH LIKE
DIAMETER AND MATERIALS
AS NEEDED FOR WATER
MAIN CONSTRUCTION, WITH
NO SEPERATE PAYMENT
BEING MADE. NEW CULVERTS
TO MATCH EXISTING
GRADES.
2. NEW FIRE HYDRANTS SHALL
BE PLACED INSIDE THE
EXISTING RIGHTS -OF -WAY.
HYDRANT SCALE SHOWN
FOR CLARITY.
3. CONTRACTOR SHALL EXPOSE
UTILITY CROSSINGS THROUGH
VACUUM EXCAVATION OR HAND
DIGGING WHEN WATER MAIN
CONSTRUCTION IS WITHIN 200
FT OF UTILITY.
4. WATER MAIN SHALL BE
INSTALLED WITH A MINIMUM OF
42 INCHES OF COVER UNDER
EITHER THE EDGE OF
PAVEMENT OF THE ADJACENT
ROADWAYS OR EXISTING
GRADE, WHICHEVER IS LOWER.
PROJ.START DATE:
2019.NOV
MICE PROJ. #
00350-0141
DRAWN
DWH
DESIGNED
WOH
CHECKED
AJP
PROJ. MGR.
AJP
a
rel
a
K-0
SCALE: 1"=4'
(Vert.)
SCALE
C24
HORIZONTAL:
1..=40'
DRAWING NUMBE
VERTICAL:
D
REVISION
STATUS: ISSUED FOR PERMITTING
NOT FOR CONSTRUCTION
I:\00358\0141\WATER\80-DRAWINGS\CIVIL\C.01-003580141-J000385-SHEET&BASE.DWG 03/27/2020 10:32:57 DAVID HAMMOND

308
306
304
302
300
298
296
294
292
290
288
286
284
282
280
278
276
274
273
N
N
r-
_----SS(R)---_— SS(R) SS(R)__.—_—SS(P)_—_.--SSR--_--
�(R)_—_--SS(R)_----SS(R)__---SSR—_--- SS(R).--.---SS(R)—.---- O SS(R)--__—
( ) SS(R)--_--SS(R)—__--SS(R)-----SS(R)-----SS(R)—".----SS(R)—.--__—SS(R)—_.--- SS(R)_---_.SS(R)-----
STRAW WATTLE (TYP.
WHERE SHOWN, SEE DETAIL
EC-18 ON SHEET D8)
STONE FILTER PIPE INLET
PROTECTION (TYP. WHERE SHOWN,
SEE DETAIL EC-16 ON SHEET D8)
US HWY 70 BUS
20" 45' DI HORIZ. BEND
STA: 245+75
LIMITS OF DISTURBANCE/
CLEARING LIMITS (TYP.)
(WIDTH VARIES)
US HWY 70 BUS
INV.=295.13'
N N�
-.-
--
�• 00
— - --- -- --
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ci
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p per—
- - - - - — - - tea o_-_-_-
-
INV.-295.4
FO— —FO---
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—T� _T----- �— —
—Fa —CPp
I PF
f.L
J W
LLI-_
INV.=294.52" L
1
I I
o
PROPOSED PERMANENT
24T/+Od'
U
INV.=2s4.ss'
UTILITY EASEMENT
I�
s �►
z
COMPOST SOCK (TYP.
-
:
r
, ;
TEMP. SILT FENCE (TYP. \
ERE SHOWN SEE DETAIL
WHERE SHOWN, SEE DETAIL
-
EC-15 ON SHEET D7) s .. Z
> EC-08 ON SHEET D7) I 'PIROPOSED TEMPORARY
20" 45' DI HORIZ. BEND I I CONSTRUCTION EASEMENT
\ \ \ STA: 246+47 I I N n ( SEE DETAIL EC'-06 ON
\ \ \ 10"z10" RECEtVING.PIT I I
00 SHEET D7 FOR SILK' FENCE
- \ N LAYOUT IN PIT LOCATIONS I
35"x10" LAUNCHING PIT
P \29
8� JACK AND BORE 83 LF OF 36" STEEL g0�
CASING (THICKNESS 0.50") w/ 83 LF OF-__
} - \ IRDNw000 DEVER€RsLI , „¢jF \
\ 442 1/2 EAST MAIN ST i \ 20" RJ DIP CARRIER PIPE
LaLL
(' \CLAYTON NC 27520
:7760J7EWE
13804726 PG:0573 533 - \ \ _ IRONWOOD DEVELOPERS, LLC ,,,•,t 9 \� \
OB:04"
+" t 4421/2 EAST MAIN ST —^\
\ r \ PIN:
NO, 25814 : \ \
PIN: 4726 PG 0573
DB:04726 PG:0573 ,, \ \ WE
HORNS, W RILEY
226 BACKST�sT
u
+ ¢¢55
PIN:16174PG:008
/ 08:01174 PG:O808
TEMP. STRAW W/ NET LINER
(TYP. WHERE SHOWN,
SEE DETAIL EC-19 ON SHEET D8)
20" 45' DI HORIZ. BEND
STA: 249+77�
20" 45' DI HORIZ. BEND
STA: 249+43
20" 45' DI HORIZ. BEND
STA: 247+80
__—TV-----TVA_— —_
71�
-- 248
--
�_C�—t�r—�
PRO OSED PERMANENT
U11LITY EASEMENT
20" �5- DI HORIZ. BEND
STA:, 247+43
PLAN VIEW
HORIZ: 1"=40'
AIVJMn ,--I II
ACE BLOCKING AAII
EX.
AS REQ'D I I
•
•
•
•
u4�:ai`.!•
»4.In LQ
-
'.� "10
0.
II
WE
WELLONS ELMERJ I
31M GLENWOOD Ali
I RALEIGH NC, 276125 07
( PIN: 16T70D38.235�
\ DB:04564 PG.0756
VA
V
0
31
31
31
(D
TH APPR
X.)
EP7H A
ROX.)
0
5" PLASTIC
GAS
GRADE
0
0
EP7HAPPROX.)
o I
z
v,
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FO
f
EPTH A
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- i-
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TH APPR
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2.5" PL
S77C GA
(Di
PTH A PPf
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12"
PVC WL
1
1
I
I I
i
1
" DlP WL
FO
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35
10 LAUNCHING
PIT
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(MAT/DIA
?)
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I
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10" STEEL
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PIT-`i
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-
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20"
45' DI
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BEND
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I
STA:
2474.80
I Ho
in
20
45' DI IIORIZ.
BEND
STA:
249+,143
_i0_ff___456
DI HORIZ.
BE
D
DI
HO
JACK AND
BORE
83 LF C
F 38" STEEL
STA: 2
9+77
}PROF
20"45*
ASING-
THICK
S-0.37
w
SLOPE
I
242+00
REV.NO.
DESCRIPTION
DATE
D
ISSUED FOR PERLIITnNG- NOT FOR CONSTRUCTION
03/27/HI
C
90% DESIGN -NOT FOR CONSTRUCTION
03/13/20
B
80%DESIGN-NOT FOR CONSTRUCTION
02/0720
A
30%DES IGN- NOT FOR CONSTRUCTION
11/15/19
REVISIONS 10
243+00 244+00 245+00 246+00
PROFILE VIEW
HORIZ: 1 "=40'
VERT: 1 "=4'
v NFMM&CREED
Venture IV Building, Suite 500
1730 Varsity Drive
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
NC I-Imnse# F-1222
www.mckimcreed.com
247+00
248+00
JOHNSTON
COUNTY
DEPARTMENT
OF UTILITIES
249+00
250+00
308
306
304
302
300
298
296
294
292
290
288
286
284
282
280
278
276
274
273
250+60
40' 0 40' 80,
SCALE: 1"=40' (Horiz.)
JOHNSTON COUNTY 385 WEST
TRANSMISSION IMPROVEMENTS
CIVIL
US HWY 70 STA. 241+22 - STA. 250+60
NOTES:
1. CONTRACTOR SHALL REMOVE
AND REPLACE EXISTING
CULVERTS WITH LIKE
DIAMETER AND MATERIALS
AS NEEDED FOR WATER
MAIN CONSTRUCTION, WITH
NO SEPERATE PAYMENT
BEING MADE. NEW CULVERTS
TO MATCH EXISTING
GRADES.
2. NEW FIRE HYDRANTS SHALL
BE PLACED INSIDE THE
EXISTING RIGHTS -OF -WAY.
HYDRANT SCALE SHOWN
FOR CLARITY.
3. CONTRACTOR SHALL EXPOSE
UTILITY CROSSINGS THROUGH
VACUUM EXCAVATION OR HAND
DIGGING WHEN WATER MAIN
CONSTRUCTION IS WITHIN 200
FT OF UTILITY.
4. WATER MAIN SHALL BE
INSTALLED WITH A MINIMUM OF
42 INCHES OF COVER UNDER
EITHER THE EDGE OF
PAVEMENT OF THE ADJACENT
ROADWAYS OR EXISTING
GRADE, WHICHEVER IS LOWER.
PROJ. START DATE:
2019.NOV
MCE PROJ. #
00358-0141
DRAWN
DWH
DESIGNED
WOH
CHECKED
AJP
PROJ. MGR.
AJP
0
rel
5
-R
8'
SCALE: 1"=4'
(Vert.)
SCALE
C25
HORIZONTAL:
1^=40,
DRAWING NUMBS
VERTICAL:
D
REVISION
STATUS: ISSUED FOR PERMITTING
NOT FOR CONSTRUCTION
I:\00358\0141\WATER\80-DRAWINGS\CIVIL\C.01-003580141-J000385-SHEET&BASE.DWG 03/27/2020 10:33:38 DAVID HAMMOND

312
310
308
306
304
302
300
298
296
294
292
290
288
286
284
282
280
278
277
( �� — �• - .1 , '7
a-(a)m--- (a)m----- - —ap
' - -
(a)m---(a)m- --(a) (aA-----(a)m-----(a)m----- �. _
-- _ - EX. SSMH -- �\ ���_� -_-
----ss(R)----- O - - — --%7129368•. _.
ssR-----SS(R)----- O \r--(a)ss---.-
ss R — — — ——sS(R)— — — — — (cisJ ��aj lcis) (a)ss _ - -
sS(R)-----SS(R)----- y--(a)58----- \- (C/S) (a)SS-__--Q- -_.S7
�(R)-----SS(R)----- (a)ss--0--Ia)SS-----(a)ss-- _( (a)SS----- SS(R)-
�(R)-----SS(R)-- y--SS(R)-----SS(R)-----SS(R)-----SS(R)---_— (R �----SS(R)---_—SS(R)—_---SSIR)—_---SS(R)
US HWY 70 BUS EX. SSMH
RIM=300.37'
L�uo�20*
NLET 1 /NV IN(E)=292.47' (8) LIMITS OF DISTURBANCE/
5.80' 1
TEMP. STRAW W/ NET LINER
I
� «<� (TYP. WHERE SHOWN, 14
+ SEE DETAIL EC-19 ON SHEET D8) to n
LO LO US H I�
N U INV.=299.72' WY 70 BUS EX. SSMH rc
_G_-- RIM=306.42' �;.. .�0" 45' DI HORIZ. BEND -
go __STA: 257,
_lNV OUT(NE)=288.64' (8) 1
F- LLI 52f _ INV.=297.58"I HORIZ. BEND_ O® - - - -c 25 00STA: 254+48IDROP INLET I
W 1Z � 1 /NV.=298.71' _ _
- -i - 1(� -CFO-----FO- .--.__.
ru
= in = F
----�-
EU'- / STRUCTURE � FO -- "- - -- - 16" DIP r t
UNK. SEWER INV.=299 09: t. w iri►
41
F�
S ONE ElLT1=R PIPINLET 1 \�� 1
CLEARING LIMITS (TYP.)
(WIDTH VARIES)
20" 450 DI HORIZ. BEND
STA: 259+56 I'
t 00
20" 450 DI HORIZ. BEND -F
STA: 259+45 _ 1 r
0-
0
` FO.----.-FO--.-.--F
-- 0----- W-----W--
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N N
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-
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w
JN
r GAS
U
a
1�ASPH AREAJ`, I DROP INLET
\ I PROTECTIO (TYP. iMERE SHOWN, - e ° '"`DROP INLET NV.=299.6T
SEE DETAIL EEC-16 °ON SHEET DO) = , I ARI�.�EN I I rx / INV.=299.30'
STRAW WATTLE (TYP. B 0
TEMP. SILT CE TYP. WHERE SH� SEE DETAIL PROPOSED #PERMANENT ` 25 l0(
WHERE SH SEEI DETAIL EC-18 ON SHEET D8 UTILITY EASEMENT Deo ,
EC-0 SHEET D7) - E
�� I 20" 450 DI HORIZ. BEND '
' / All STA: 255+46 �D
` �ar��9LR 20" ATE VALVE • ' LP
WELLONS ELMERJ III /a ` Y AC 255+62
3126 GLENWOOD AVEAwlRALEIGH NC, 276125007 --'^
/ T I 10"x10" ECEIVING PIT h
PIN: ifi7700-38-2331 W' WELLONS, ELMER J IN r
+ DB:04569 PG. 0756 '�6' 1
I 3126GLENWOODAVE JACK: AND BOR 92 LF OF 36 STEEL ` I
- E' 16770278-1597 CASING (THICKNE S 0.50") w/ 92 LF OF y�
PIN: 161276-7597
D6:005fW PG:0756 2 " RJ DIP CARRIER PIPE, I�
EX. MANHOLE BURIED. PRIOR TO CONSTRUCTION, L II
CONTRACTOR TO LOCATE MANHOLE AND CONFIRM EX. I (s
\ _ SANITARY SEWER LOCATION AND DEPTH. NOTIFY ENGINEER S
\AND OWNER IMMEDIATELY SHOULD �CO FLICT OCCUR BETWEEN � PROPOSED WATER MAIN AND EX. ISIMTARY SEWER LINE.
PLAN VIEW
HORIZ: 1 "=40'
',ENT PROPOSED PERMANENT
UTILITY EASEMENT r UTILITY EASEMENT
PROPOSED TEMPORARY
%T CONSTRUCTION EASEMENT I YARD INLET PROTECTION
I (TYP. WHERE SHOWN,
SEE DETAIL E o I SEE DETAIL EC-14 ON SHEET D7)
SHEET D7 FO SILT EV
IRONWOOD DEVELOPERS, LLC
LAYOUT IN PI LOC ONS `� � 4427/2 EAST MAIN ST
CLAYTON NC, 27520
' I PIN: 167700-39-0281
N/F 08'.04726 1
Tft6liLC
25"xl0" LAU CH ING PIT ^' LONOM AD
2§ LONGMEADOW RO
OR IL NC, 27856-3711
/ . 0-36-0976
20�GAfiE VAL'ilE-' G:0917
STA: 256+75
20" 45' DI HORIZ. BEND`
STA: 256+70
1
40' 0 40' 80'
SCALE: 1"=40' (Horiz.)
I
I
Q
(DE
TH APPR
X.)
o
0
0
�
FO
a
v
C91
EX.
WADE (Gl)
�^
FO
(OE
TH A
x)
8 RCP
FO
f
(DEPTH
PPROX)
"
MIN
12"
DIP WL
DEPTH
PPROX.
(DEPTH APPROX.)
CO
R (TYP.)
FO
E
71~-2
"x10"
kUNCHING
PIT
EC
FO
I
I
I
I
-
-
-
10"x
0" RECEIVING
PI
16"
DIP WL
i
i
i
R LINE
24
MIN
�PIH A
18"MIN
I
'
'
'
ROPOSED 20"
IP WA
1
2
" 45' D
HORIZ.
BEND
TA: 25
+72
w
20"
0' DI H
RIZ. BED
STA:
GATE VAINE
256+75
-SIT
Al 254+
20"
45' DI
HORIZ.
BEND
STA:
256+70
STA:
255+46
(DEPTH
APPROX.
CASING
(THI
NESS 0
375" will
92 LF
OF
20" ItJ
DIP C
RRIER PIPE
2
Om GATE
VALVE-
STA:
55+62
251+00 252+00 253+00 254+00 255+00 256+00
PROFILE VIEW
HORIZ: 1"=40'
VERT: 1"=4'
REV.NO.
DESCRIPTION
DATE
D
j ISSUED FOR PERMITTING -NOT FOR CONSTRUCTION
23/27/20
C
90A DESIGN- NOT FOR CONSTRUCTION
03/73/10
B
0.6
6DESIGN- NOT FOR CONSTRUCTION
OW07/20
A
30%DESIGN - NOT FOR CONSTRUCTION
11/16/19
REVISIONS 10
r
q
SE
_ 049224 _
%,d'� �••. FiyGI NEE.• G��=`
q�J7/1p 111 n00\
3 )-'7- J` yJ
g ICUED
Venture IV Building, Suite 500
1730 Varsity Drive
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
NC Lioal F-1222
www.mckimcreed.com
257+00
258+00
JOHNSTON
COUNTY
DEPARTMENT
OF UTILITIES
259+00
260+00
312
310
308
306
304
302
300
298
296
294
292
290
288
286
284
282
280
278
277
260+84
JOHNSTON COUNTY 385 WEST
TRANSMISSION IMPROVEMENTS
CIVIL
US HWY 70 STA. 250+60 - STA. 259+84
NOTES:
1. CONTRACTOR SHALL REMOVE
AND REPLACE EXISTING
CULVERTS WITH LIKE
DIAMETER AND MATERIALS
AS NEEDED FOR WATER
MAIN CONSTRUCTION, WITH
NO SEPERATE PAYMENT
BEING MADE. NEW CULVERTS
TO MATCH EXISTING
GRADES.
2. NEW FIRE HYDRANTS SHALL
BE PLACED INSIDE THE
EXISTING RIGHTS -OF -WAY.
HYDRANT SCALE SHOWN
FOR CLARITY.
3. CONTRACTOR SHALL EXPOSE
UTILITY CROSSINGS THROUGH
VACUUM EXCAVATION OR HAND
DIGGING WHEN WATER MAIN
CONSTRUCTION IS WITHIN 200
FT OF UTILITY.
4. WATER MAIN SHALL BE
INSTALLED WITH A MINIMUM OF
42 INCHES OF COVER UNDER
EITHER THE EDGE OF
PAVEMENT OF THE ADJACENT
ROADWAYS OR EXISTING
GRADE, WHICHEVER IS LOWER.
PROJ. START DATE:
2019.NOV
MCE PROJ. #
00358-0141
DRAWN
DWH
DESIGNED
WOH
CHECKED
AJP
PROD. MGR.
AJP
4'
6
6
8'
SCALE:
1"=4' (Vert.)
SCALE
C26
HORIZONTAL:
1 "=40'
DRAWING NUMBE
VERTICAL:
D
REVISION
TATUS: ISSUED FOR PERMITTING
NOT FOR CONSTRUCTION
I:\00358\0141\WATER\80-DRAWINGS\CIVIL\C.01-003580141-J000385-SHEET&BASE.DWG 03/27/2020 10:34:21 DAVID HAMMOND

I I R
I Ta;l I
(a)ss— — — ——(a)ss— — — — —(aXs— — — — — (a)SS— — — ——(a)SS— — — ——(a)ss— — —
—(a)ss—(a)ss-----(ahs-----(a)ss-----(a)ss-----(a)ss-----(a)ss-----(a)ss-----(aXS-----(a)SS-----(a)ss—� ---(a)ss-----(a)ss-----(a)SS-----(ans-----(a)SS-----
— — — — SS(R) — — — —SS(R)— — — — —SS(R)— — — ——SS(R)— — — ——SS(R)— — — ——SS(R)— — — ——SS(R)— — — ——SS(R)— — — ——SS(R)— — — ——SS(R)— — — — —SS(R)— — — — —SS(R) — — — — —SS(R)— �— — — —SSI
—SS(R) — — — ——SS(R)— — — — —SS(R) — — — — — SS(R) — — — — —SS(R)— — — — —SS(R)— — — — — ss(R)— — — — —SS(R)— — — — —SS(R) — — — ——
US HWY 70 BUS
M
20" 45' DI VERT. BEND
STA: 262+29
� NEW FIRE HYDRANT 20" 45' DI VERT. BEND US HWY 70 BUS
ASSEMBLY
00 STA: 262+33 NV.=301.60'
STA: 262+06
TEMP. STRAW W/ NET LINER
(TYP. WHERE SHOWN,
SEE DETAIL EC-19 ON SHEET D8)
US HWY 70 BUS N
LIMITS OF DISTURBANCE/
CLEARING LIMITS (TYP.) INV.=299.95' p+
(WIDTH VARIES) I� I
_r INV=301.63 /NV.=300.96
p . _ I INV.=299.51 04
(O CO--T-----T-----T-----T----T--- —-----T--- — __ L--=—T—_--T-----T-- --T —_ T--- — —/ --- -----T-----T--I— —-----T-----T_—_--T--- —T---'__
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WHERE SHOWN, SEE DETAIL FHA AS REQ'D I
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WALTH 1/ GROUP III, LLC / _— -- \ / CLAYTON N0, 271200000 J ZZZLLL LA 112 E MANN STREET
4421/2 E MAIN ST
t nyinN NC 27` 520-0000 .,-� PIN 167700-39 0749
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IRONWOOD DEVELOPERS LLC
314
312
310
308
306
304
302
300
298
296
294
292
290
288
286
284
282
280
/ 442la EAST MAIN ST j( I
CLAYTON NC, 27520PIN 167700-3�281
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PLAN VIEW
HORIZ: 1 "=40'
of
ASSEMBLY
3
0
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VERT.
END
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--
TA: 26
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O
P WATER
LIN
261+00 262+00 263+00 264+00 265+00 266+00
PROFILE VIEW
HORIZ: 1 "=40'
VERT: 1 "=4'
REV.NO.
DESCRIPTION
DATE
D
ISSUEDFOR PERMITTING- NOT FOR CONSTRUC11ON
03127/20
C
90%DESIGN- NOT FOR CONSTRUCTION
0311 U20
8
90%DESIGN - NOT FOR CONSTRUCTION
02/07/20
A
30% DESIGN -NOT FOR CONSTRUCTION
11/16H9
REVISIONS
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CARC
SENL
049224 _
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'VI
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v 1 IMNIII&CREED
Venture IV Building, Suite 500
1730 Varsity Drive
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
NC License# F-1222
www.mckimcreed.com
10
267+00
JOHNSTON
COUNTY
DEPARTMENT
OF UTILITIES
269+00
40' 0 40' 80'
SCALE: 1"=40' (Horiz.)
314
312
310
308
306
304
302
300
298
296
294
292
290
288
286
284
282
280
270+00 270+26
JOHNSTON COUNTY 385 WEST
TRANSMISSION IMPROVEMENTS
CIVIL
US HWY 70 STA. 260+84 - STA. 269+26
NOTES:
1. CONTRACTOR SHALL REMOVE
AND REPLACE EXISTING
CULVERTS WITH LIKE
DIAMETER AND MATERIALS
AS NEEDED FOR WATER
MAIN CONSTRUCTION, WITH
NO SEPERATE PAYMENT
BEING MADE. NEW CULVERTS
TO MATCH EXISTING
GRADES.
2. NEW FIRE HYDRANTS SHALL
BE PLACED INSIDE THE
EXISTING RIGHTS -OF -WAY.
HYDRANT SCALE SHOWN
FOR CLARITY.
3. CONTRACTOR SHALL EXPOSE
UTILITY CROSSINGS THROUGH
VACUUM EXCAVATION OR HAND
DIGGING WHEN WATER MAIN
CONSTRUCTION IS WITHIN 200
FT OF UTILITY.
4. WATER MAIN SHALL BE
INSTALLED WITH A MINIMUM OF
42 INCHES OF COVER UNDER
EITHER THE EDGE OF
PAVEMENT OF THE ADJACENT
ROADWAYS OR EXISTING
GRADE, WHICHEVER IS LOWER.
PROJ. START DATE:
2019.NOV
MCE PROJ. #
00358-0141
DRAWN
DWH
DESIGNED
WOH
CHECKED
AJP
PROJ. MGR.
AJP
4
711
0
Fin.
SCALE: 1"=4'
(Vert.)
SCALE
C27
HORIZONTAL:
1"=40'
DRAWING NUMBER
VERTICAL:
D
REVISION
STATUS: ISSUED FOR PERMITTING
NOT FOR CONSTRUCTION
I:\00358\0141\WATER\80-DRAWINGS\CIVIL\C.01-003580141-J000385-SHEET&BASE.DWG 03/27/2020 10:35:06 DAVID HAMMOND

314
312
310
308
306
304
302
300
298
296
294
292
290
288
286
284
282
280
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STONE FILTER PIPE INLET
PROTECTION (TYP. WHERE SHOWN,
SEE DETAIL EC-16 ON SHEET D8)
INV.=299.96 •
Y
INV.=297.39' INV.=298.45'
COMPOST SOCK (TYP.
WHERE SHOWN, SEE DETAIL
EC-15 ON SHEET D7)
STRAW WATTLE (TYP.
WHERE SHOWN, SEE DETAIL
EC-18 ON SHEET D8)
20" 45' DI VERT. BEND
STA: 277+13
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( EPTH APPROX.)
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STA: 72+89-'i
BEND
-
-
REV.NO.
DESCRIPTION
DATE
D
ISSUED, FOR PERMITTING- NOT FOR CONSTRUCTION
03127/10
C
90%DESIGN-NOT FOR CONSTRUCTION
03I13120
B
60% DESIGN -NOT FOR CONSTRUCTION
OX07120
A
30%DESIGN - NOT FOR CONSTRUCTION
11115119
REVISIONS
271+00 272+00 273+00 274+00
PROFILE VIEW
HORIZ: 1"=40'
VERT: 1 "=4'
v MfM&CREED
Venture IV Building, Suite 500
1730 Varsity Drive
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
NC License# F-1222
www.mckimcreed.com
10
275+00
276+00
JOHNSTON
COUNTY
DEPARTMENT
OF UTILITIES
277+00
278+00
314
312
310
308
306
304
302
300
298
296
294
292
290
288
286
284
282
280
278+50
40' 0 40' 80'
SCALE: 1"=40' (Horiz.)
JOHNSTON COUNTY 385 WEST
TRANSMISSION IMPROVEMENTS
CIVIL
US HWY 70 STA. 270+26 - STA. 277+30
NOTES:
1. CONTRACTOR SHALL REMOVE
AND REPLACE EXISTING
CULVERTS WITH LIKE
DIAMETER AND MATERIALS
AS NEEDED FOR WATER
MAIN CONSTRUCTION, WITH
NO SEPERATE PAYMENT
BEING MADE. NEW CULVERTS
TO MATCH EXISTING
GRADES.
2. NEW FIRE HYDRANTS SHALL
BE PLACED INSIDE THE
EXISTING RIGHTS -OF -WAY.
HYDRANT SCALE SHOWN
FOR CLARITY.
3. CONTRACTOR SHALL EXPOSE
UTILITY CROSSINGS THROUGH
VACUUM EXCAVATION OR HAND
DIGGING WHEN WATER MAIN
CONSTRUCTION IS WITHIN 200
FT OF UTILITY.
4. WATER MAIN SHALL BE
INSTALLED WITH A MINIMUM OF
42 INCHES OF COVER UNDER
EITHER THE EDGE OF
PAVEMENT OF THE ADJACENT
ROADWAYS OR EXISTING
GRADE, WHICHEVER IS LOWER.
PROJ. START DATE:
2019.NOV
MCE PROJ. #
00358-0141
DRAWN
DWH
DESIGNED
WOH
CHECKED
ASP
PROJ. MGR.
ASP
I
d
4
J 8'
SCALE: 1"=4' (Vert.)
SCALE
C28
HORIZONTAL:
1 1'=40'
DRAWING NUMBER
VERTICAL:
1.1_4.
D
REVISION
S
TATUS: ISSUED FOR PERMITTING
NOT FOR CONSTRUCTION
I:\00358\0141\WATER\80-DRAWINGS\CIVIL\C.01-003580141-J000385-SHEET&BASE.DWG 03/27/2020 10:35:49 DAVID HAMMOND

PAVEMENT OR
FINISHED GRADE
GATE VALVE TO BE SAME SEE VALVE BOX
INSTALLATION
4" MIN.
DIAMETER AS MAIN LINE
VALVE _
TAMPED BACKFILL III TAOMPED
BACKFILL
THREADED COUPLING
-
2" THREADED BRASS OR
—111_
DI PIPE
D.I. PIPE , ;.,
CONCRETE BLOCKING
MIN. 1/3 C.Y. AT 3000 P.S.I.
"TYPE 304 STAINLESS STE
I
CONCRETETHRUST
J
THREADED RODS (MIN. 4 EA.)
COLLAR
2" THREADED BRASS OR DI
F MIN.
MJ CAP W/ 2" TAP
PIPE (12" IN LENGTH)
PAY ITEM
INCLUDES ALL ITEMS EXCEPT
MAIN LINE VALVE
TEMPORARY BLOW -OFF ASSEMBLY
NOT TO SCALE
JOHNSTON COUNTY WATER
Department of Public Utilities STANDARD DETAIL
P.O. Box 2263 vry Temporary Blow Off
Smithfield, NC 27577 Assembly
CONCRETE BLOCKING
r EXIST. WATER MAIN
` 11
TAPPING SLEEVE
TAPPING VALVE
WITH VALVE BOX
Uj NEW WATER MAIN
TAPPING SLEEVE & VALVE ASSEMBLY
NOT TO SCALE
NOTES:
1. TAPPING SLEEVE SHALL BE FABRICATED OF TYPE 304 OR
316 S.S. AND PROVIDE A 3600 SEAL AROUND EXISTING
PIPE WITH FULL CIRCUMFERENTIAL GASKET.
2. TAPPING SLEEVE SHALL BE JCM 432, MUELLER H-304,
FORD FTSS, ROMAC ST III OR APPROVED EQUAL.
3. ALL MATERIALS USED IN THE POTABLE WATER SYSTEM
MUST BE NSF61 AND NSF372 CERTIFIED AND MEET THE
LATEST FEDERAL SAFE DRINKING WATER ACT
REQUIREMENTS.
DISTANCE AS NECESSARY TO SET
BLOW -OFF IN AN AREA WHICH WILL
ALLOW FOR POSITIVE DRAINAGE
PAVEMENT OR
FINISHED GRADE
SEE VALVE BOX
TAMPED BACKFILL INSTALLATION 4" MIN.
5/8" TYPE 304 STAINLESS STEEL VALVE
THREADED RODS (MIN. 4 EA.) BOX
D.I. PIPE
THREADED COUPLING
2" BRASS NIPPLE
OR D.I.
CONCRETE BLOCKING
2" BRASS NIPPLE F'I MIN. 1/3 C.Y. AT 3000 P.S.I.
CONCRETE THRUST OR D.I.
COLLAR (MIN. 6" IN LENGTH)
M.J. CAP W/
2" THREADED TAP
5' MIN. 2" BRASS PIPE
OR D.I.
(MIN. 12- IN LENGTH)
PAY ITEM
INCLUDES ALL ITEMS
PERMANENT BLOW -OFF ASSEMBLY
NOT TO SCALE
NOTES:
1) THE TOP OF THE BLOW -OFF STANDPIPE SHALL BE NO
MORE THAN 4-6" BELOW GRADE.
2) BLOW -OFFS SHALL BE LOCATED IN AREAS WHICH WILL
ALLOW FOR POSITIVE DRAINAGE WHEN UTILIZED.
3) ALL MATERIALS USED IN THE POTABLE WATER SYSTEM MUST
BE NSF61 AND NSF372 CERTIFIED AND MEET THE LATEST
FEDERAL SAFE DRINKING WATER ACT REQUIREMENTS.
MIN. 10 LF DIP WATER MAIN
CENTERED ON MANHOLE
NOTES:
1. WATER MAIN SHALL BE DUCTILE
IRON PIPE 10 LF CENTERED
ACROSS MANHOLE.
2. CONTRACTOR TO INSTALL
WATER MAIN AT DEPTH
REQUIRED TO FACILITATE
INSTALLATION OF AIR RELEASE
MANHOLE AT HIGH POINT OF
LINE.
3. ALL MATERIALS USED IN THE
POTABLE WATER SYSTEM MUST
BE NSF61 AND NSF372 CERTIFIED
AND MEET THE LATEST FEDERAL
SAFE DRINKING WATER ACT
REQUIREMENTS.
I,A_1�1
& DIA. PRECAST
CONCRETE MANHOLE
WITH FLAT TOP -
—FINISHED GRADE
12"
5' MIN. -
24" MAX.
TAPPING SADDLE
S DIA. PRECAST
CONCRETE MANHOLE
WITH FLATTOP
LOCKABLE 24" RING & COVER
NCDOT TRAFFIC RATED W/ 1" DRILLED VENT HOLE
USE STAINLESS STEEL HEXHEAD BOLTS
FLUSH WITH FINISHED GRADE
II111III11I
MANHOLE STEPS SHALL BE
PLACED 16" O.C. WHEN
DEPTH OF MANHOLE EXCEEDS 5'.
2" AIR VACUUM/PRESSURE RELEASE
VALVE (SHORT BODY) ARK D-025
OR APPROVED EQUAL
2" ISOLATION VALVE AND
INLET PIPING SHALL BE SS 316
MIN. 12" #57 STONE
SECTION
STANDARD AIR RELEASE
MANHOLE FOR WATER MAIN
NOT TO SCALE
Name Date !r-� Name Date r_
PAGE Drawn By: PAGE Drawn By:
Checked By: JOHNSTON COUNTY STANDARD DETAIL WATER Checked By: JOHNSTON COUNTY
1 Approved By: Department of Public Utilities 2 Approved B : Department of Public Utilities
Scale: P.O. Box 2263 mp Permanent Blow Off Scale: I P.O. Box 2263 asa
Smithfield, NC 27577 Assembly I Smithfield, NC 27577
FASTEN BRIDLE RODS TO FITTING
NOTES:
1. CARRIER PIPE SHALL BE D.I.P. UNLESS EXPRESSLY
APPROVED BY THE COUNTY,
2. STAINLESS STEEL SPACERS SHALL BE USED. NO
TIMBER SKIDS ARE ALLOWED.
3. TWO SPACERS PER JOINT SHALL BE USED FOR D.I.P.
CARRIER PIPE.
4. THREE SPACERS PER JOINT SHALL BE USED FOR
PVC CARRIER PIPE.
5. ENCASED BORES ALONG GRAVITY COLLECTION
SYSTEMS SHALL NOT REQUIRE BRIDLE RODS.
6.2 EA. %4" S.S. BRIDLE RODS SHALL BE REQUIRED ON
ALL LINES 8"0 AND SMALLER. 4 EA.'/4" S.S. BRIDLE
RODS SHALL BE REQUIRED ON ALL LINES 10"0 AND
LARGER.
7. CARRIER PIPE SHALL BE INSTALLED USING'FIELD
LOK' GASKETS OR APPROVED EQUAL.
3/4" S.S. BRIDLE RODS SHALL BE
WELDED TO THE ENCASEMENT PIPE.
WELD AREAS SHALL BE PAINTED WITH
2 COATS OF BITUMINOUS BASE PAINT.
PLAN
120
STAINLESS STEEL SPACERS
ENCLOSE ENDS WITH
BRICK MASONRY & GROUT
STAINLESS STEEL SPACERS
120"
CARRIER PIPE
ILU
STEEL ENCASEMENT PIPE
SECTION CONFORMING TO ASTM
SPECIFICATION A252-61 GRADE 2
AND A BITUMINOUS COATING ON
THE OUTSIDE.
STANDARD BORE ENCASEMENT
NOT TO SCALE
Name I Date �.r Name I Date
I By WATER PAGE Drawn By:
.ad BY JOHNSTON COUNTY Checked By: JOHNSTON COUNTY
Vad By: Department of Public Utilities DETAILlities 5 Approved B Department of Public Utilities
P.O. Box 2263 1� Tapping Sleeve and 5 Scale: P.O. Box 2263 msa
Smithfield, NC 27577 Valve Assembly Smithfeld, NC 27577
Descri tion Date Init. Rev. Descri tion Date Init.
.NO. DESCRIPTION DATE
//
...C...... ''
:Q�pFESS/0&*,..:9
AL
09224
!� (D)
;
D ISSUED FOR PERMITTING -NOT FOR CONSTRUCTION ON27120 � `' - , �
c 90%DESIGN - NOT FOR CONSTRUCTION OU13120 E.NGINEF-��.(••G�`\�`
A 30%DESIGN- NOT FOR CONSTRUCTION 111O
16119 ///jIIIttH"``\\`
REVISIONS 1T10
�L10
WATER
STANDARD DETAIL
Standard Bore
Encasement
THRUST COLLAR
WATER
STANDARD DETAIL
Air Vacuum/Pressure
Release Valve in Manhole
NOTE:
1. MIN. OF 4 CU. FT. STONE (MORE IF REQ'D).
2. CONC. THRUST BLOCK TO HAVE MIN. OF 6 SQ. FT. BEARING ON
SOLID BANK (MORE IF REQ'D.).
3. DRAIN HOLES AND FLANGES SHALL BE CLEAR OF CONC.
4. FIRE HYDRANT BARREL SHALL BE PLUMB.
5. ALL MATERIALS USED IN THE POTABLE WATER SYSTEM MUST BE
NSF61 AND NSF372 CERTIFIED AND MEET THE LATEST FEDERAL
SAFE DRINKING WATER ACT REQUIREMENTS.
COAT HYDRANT BONNET AND NOZZLE CAPS
W/ "ALERT' REFLECTIVE FIRE HYDRANT PAINT
SILVER MODEL #1440
#67 STONE FILL
6-8"
FINISHED GRADE
BURY AS
SPECIFIED
CONCRETE THRUST BLOCK
PUMPING & HOSE CONNECTIONS
EQUAL TO COUNTY STANDARD
BREAK RING TO BE SET WITHIN 2"-4"
OF FINISHED GRADE
VALVE BOX
—I I I —_I I HYDRANTTEE
IIII IT. SWATERLINE
EE PLANS SIZE VARIES
CONCRETETHRUSTBLOCK
GATE VALVE
VALVE SHALL BE PLACED ON THE
#67 STONE FILL WATER MAIN SIDE OF ROAD DITCH
(4 C.F. MIN.)
PTHREADED RODS
HYDRANT LEG TO DIP MIN. EA. PER SEGMENT
OR
PAY ITEM "Aqua -Grip" RINGS OR ROMAC
FIRE HYDRANT ASSEMBLY INCLUDES GRIP RINGS MAY BE USED AT
ALL ITEMS EXCEPT MAIN LINE TEE JOINTS IN LIEU OF THREADED RODS
FIRE HYDRANT ASSEMBLY
NOT TO SCALE
"FIRE HYDRANTS INSTALLED ON EXISTING 6" WATER MAINS, MUST BE INSTALLED USING A 6"x6"
TEE CUT INTO THE EXISTING WATER MAIN. FIRE HYDRANTS INSTALLED ON EXISTING WATER
MAINS LARGER THAN 6", CAN BE INSTALLED USING A TAPPING SLEEVE AND VALVE ON THE
EXISTING WATER MAIN.
IVGIIIC VdLV
PAGE Drawn By:
Checked By: JOHNSTON COUNTY
3 A roved 8 : Department of Public Utilities
SCBI1: P.O. Box 2263
., .. Smithfield, NC 27577
CONCRETETHRUSTBLOCK
AT 45' BEND.
SEE THRUST BLOCK DETAIL
FOR DIMENSIONS OF BLOCK.
(BLOCKING IS ONLY REQUIRED IF
THE BEND IS SET AT A
HORIZONTAL ROTATION OF 22
DEG OR GREATER)
I U IVIHII.
NOTE:
ALL PIPE SEGMENTS LESS THAN
10' SHALL REQUIRE RODDING.
f
S.S. THREADED RODS
CRETE THRUST BLOCK
0' BEND.
THRUST BLOCK DETAIL
FOR DIMENSIONS OF BLOCK.
ROD REQUIREMENTS
SIZE OF 45" BEND STATIC THRUST IN POUNDS NUMBER OF RODS REQUIRED
6"
4,328 2
F.
7,694 2
12"
17,312 4
16"
30,779 6
20"
48,091 8
24"
69,252 10
GENERAL NOTES
1. RODS AND NUTS SHALL BE OF TYPE 304 OR TYPE 316 STAINLESS STEEL.
2. CONCRETE SHALL NOT CONTACT BOLTS OR ENDS OF MECHANICAL JOINT BENDS.
3. ALL BLOCKING WALL BE POURED, NO SAKRETE TYPE APPLICATION
WILL BE ALLOWED.
VERTICAL BEND RODDING
AND BLOCKING DETAIL
NOT TO SCALE
rvame uace �r-
PAGE Drawn By:
Checked B : JOHNSTON COUNTY
6 A roved B : Department of Public Utilities
Scale: I P.O. Box 2263 0P
Smithfieltl, NC 27577
v 1VFM&CREED
Venture IV Building, Suite 500
1730 Varsity Drive
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
NC Uoense# F-1222
www.mckimcreed.com
WATER PAGE
STANDARD DETAIL 7
Critical Bend Rodding
and Blocking Details
JOHNSTON
COUNTY
DEPARTMENT
OF UTILITIES
NOTES:
1. CONCRETE SHALL BE 3,000 PSI MIN.
2. CONCRETE FOR THRUST BLOCKING SHALI
BE KEPT FAIRLY DRY, THUS MAKING THE
CONCRETE WEDGE SHAPE MORE EASILY
FORMED WITH THE WIDEST PART
(BLOCKING AREA) AGAINST UNDISTURBEI
SOIL.
3. NO CONCRETE SHALL COVER ANY BOLTS
OR GLANDS.
4. ALL FITTING AND ACCESSORIES TO BE
WRAPPED WITH 10 MIL POLYETHYLENE
PRIOR TO POURING BLOCKING.
5. VOLUME OF THRUST BLOCKING SHALL BE
AS SHOWN ON THE THRUST BLOCKING
SCHEDULE.
SOIL (TYP.)
PLAN BENDS
r18"MIN. -10"0&LESS
1 24" MIN. - 12" 0 & GREAT-
-
WATER
STANDARD DETAIL
Fire Hydrant
Assembly
PLAN TEES
SECTION X-X PLAN & ELEV.
BENDS & TEES PLUGS
PIPE
90' BENDB
45" BEND
22112' BEND
111/4° BEND
TEE
PLUG
SIZE
A
A
B
A
B
A
1 B
1 A
I B
c
D
4-
8"
12•
6"
8"
6'
6"
6"
6"
B"
9'
lu,
i6"
6-
10'
12-
a"
10"
11•
6"
6"
8'
10"
lo-
12"
18"
8'
15'
13'
10'
to-
B'
a"
B"
8"
10"
12'
12'
24°
lo'
Is-
14'
10'
12-
s'
10'
6"
10'
11"
14'
14"
25"
12'
20-
16'
12"
14-
B'
12'
a"
12'
14-
is-
16'
30"
14'
22'
16'
14"
Is-
111"
14'
10"
14-
16"
16'
Is-
34"
Is-
1 26'
1 20'
Is-
19'
12"
Is-
12"
18'
16"
20'
20"
36"
20'
36-
28'
24'
1B'
t8"
13'
12"
B"
19'
18'
24"
48'
24'
48'
33'
30'
21'
18"
Is-
15"
11"
21'
21'
28"
56"
THRUST BLOCK DETAIL
NOT TO SCALE
Name Date
JOHNSTON COUNTY WATER
Y: Department of Public Utilities STANDARD DETAIL
P.O. Box 2263 Thrust Block
Smithfield, NC 27577
5cri lion Date Init.
JOHNSTON COUNTY 385 WEST
TRANSMISSION IMPROVEMENTS
DETAILS
JOHNSTON COUNTY STANDARD WATER
DETAILS
PAGE
4
PAGE
8
PROJ. START DATE:
2019.NOV
SCALE
MCE PROJ. #
00358-0141
DRAWN
DWH
HORIZONTAL:
D 1
DESIGNED
WOH
1"=40'
DRAWING NUMBER
CHECKED
AJP
VERTICAL:
D
PROD. MGR.
AJP
1"=4'
REVISION
STATUS: ISSUED FOR PERMITTING
NOT FOR CONSTRUCTION
I:\00358\0141\WATER\80-DRAWINGS\DETAILS\CD.01-003580141-J000385-DETAILS.DWG 03/27/2020 10:35:51 DAVID HAMMOND

3' MIN.
Drawn
UNDISTURBED
SOIL
TRENCH
WALL
4'-0" t L B CONCRETE THRUST
COLLAR (3,000 P.S.I.)
A �� I
ANCHOR
C
4
D.I.P.
RING
I
MAIN
e4
SECTION
NOTE:
6" TO 16" MAINS = 12-NO. 7 BARS
20" TO 36" MAINS = 12-NO. 8 BARS
BARS PLACED AS SHOWN
CONCRETETHRUST
_COLLAR (3,000 P.S.I.)
I III I I �— —III I I I=1 I I=1 11=
.�y.<
ANCHOR . I I a D.I.P. TRENCH WALL
RING - - MAIN
" � TAMPED BACKFILL
PLAN UNDISTURBED
SOIL
SCHEDULE
PIPE DIAMETER
CONCRETE THRUST COLLAR
ANCHOR COLLAR
RINGS REQUIRED
A
B
C
6",8°,12'
V-0"
1'-0"
2"
ONE
16"
1'-4"
1'-0"
2"
ONE
20"
1'-4"
1-0"
3"
ONE
24"
V-4"
1'-0"
3"
TWO
30"
1'4"
V-2"
4"
TWO
36'
1'4"
V-4"
4"
TWO
THRUST COLLAR INSTALLATION
NOT TO SCALE
uace
JOHNSTON COUNTY WATER
Department of Public Utilities STANDARD DETAIL
P.O. Box 2263 RtIF Thrust Collar
Smithfield, NC 27577 Installation
Date Init.
FOR USE IN PAVED AREAS FOR USE IN UNPAVED AREAS
VALVE BOX COVER
FINISHED
PAVED AREA 1 11�7� 111 N.
2 �{L/ FINISHED GRADE
+ F IN UNPAVED AREA
BASE COURSE_
- _
-#__
61,
A q I ^ I :
I V I I V/y
-
_-_I_ CONCRETE
_
_ _ _ PROTECTOR
TAMPED BACKFILL
J - -_-_
-_- RING
_-_-
-_ - - VALVE BOX
TAMPED
BACKFILL
WATER
MAIN - - --
_-_-
VALVE
TAMPED BACKFILL � BLOCKING
NOTES:
1. D.I.P. MAY BE USED FOR VALVE BOX EXTENSIONS.
2. VALVE BOX SHOULD NOT CONTACT WATER MAIN
OR VALVE.
3. CONCRETE PROTECTOR RING SHALL BE USED IN
ALL UNPAVED AREAS.
4. ALL MATERIALS USED IN THE POTABLE WATER
SYSTEM MUST BE NSF61 AND NSF372 CERTIFIED
AND MEET THE LATEST FEDERAL SAFE DRINKING
WATER ACT REQUIREMENTS.
VALVE AND VALVE BOX INSTALLATION
NOT TO SCALE
JOHNSTON COUNTY
Department of Public Utilities
P.O. Box 2263 �!P
Smithfield, NC 27577
DESCRIPTION
WATER
STANDARD DETAIL
Valve and Valve
Box Installation
RESTRAINED FLANGE ADAPTER
"UNIFLANGE" OR EQUAL
MJ ACCESSORY KIT
DIP (BELL) III DIP (PE)
3/4" THREADED TYPE 304
OR TYPE 316 S.S. RODS
MIN. 4 EA.
"FIELD LOK" GASKET
OR EQUAL
HARNESS RESTRAINT DETAIL
NOT TO SCALE
Name Date
PAGE Drawn By:
Checked By: JOHNSTON COUNTY
9 A roved By: Department of Public Utilities
Soale: P.O. Box 2263 1elP
Smithfield, NC 27577
PAGE
13
DATE
D ISSUED FOR PERMITTING -NOT FOR CONSTRUCTION 03127/20
C 901, DESIGN- NOT FOR CONSTRUCTION 03/13/20
9 e0%DESIGN- NOT FOR CONSTRUCTION 02/07/20
A 30%DESIGN - NOT FOR CONSTRUCTION 11/16/14
#3 REBAR 10"
2 EA. 2"
el
24"
PROPOSED
WATER MAIN
UIY
12" MIN.
(24" MIN. IN
NCTOD ROW)
Y4" S.S. THREADED UROJDS
THRUST COLLAR
45°BEND —� tea— 45°BEND
CONCRETE B10LOCKING FUSED PIPE PE
10' FUSED PIPE
THRUST COLLAR
(n'P)
1 EA. JOINT OF DUCTILE IRON
OR HOPE FUSED PIPE PIPE
CENTERED UNDER STORM
DRAIN. PIPE SHALL BE BEDDED
BACKFILLED TO 6" ABOVE PIPE
IN WASHED STONE.
STORM DRAIN
PIPE CROSSING DETAIL
NOT TO SCALE
NOTES: 1. CULVERT CROSSINGS IN EXISTING NCDOT RIGHT-OF-WAY
REQUIRE 24" MIN. SEPARATION FROM BOTTOM OF CULVERT
TO TOP OF WATER MAIN.
2. IN LIEU OF RESTRAINT (TIE) RODS, APPROVED RESTAINT
JOINT PIPE MAY BE USED.
rvame uace
PAGE Drawn By:
WATER Checked By: JOHNSTON COUNTY
STANDARD DETAIL 10 Approved By: Department of Public Utilities
Restraint Harness Scale: P.O. Box 2263 esa
Smithfield, NC 27577
o..., n....-.:..•:..., n...,, ten
NOTE:
PROTECTOR RING SHALL BE
3,000 P.S.I. CONCRETE.
CONCRETE PROTECTOR RING
NOT TO SCALE
JOHNSTON COUNTY
Department of Public Utilities
P.O. Box 2263 qbP
Smithfield, NC 27577
�.,`RjN t CAROB' /,,�
✓ SEAL
049224 _
:C0
WATER
STANDARD DETAIL
Concrete Protector Ring
NOTE:
WATER LINE SHALL BE DUCTILE IRON PIPE
AT ALL AREAS WHERE MIN 12" CLEARANCE
CANNOT BE MAINTAINED. INSTALL AT LEAST
ONE JOINT CENTERED OVER STORM DRAIN.
DW)
-yI STORM PIPE O.D. + 3'
PROPOSED WATER MAIN EXISTING STORM PIPE
1 EA. JOINT OF DUCTILE
IRON PIPE CENTERED
UNDER STORM DRAIN
IF TOP OF PIPE IS
WITHIN 3 FEET OF
BOTTOM OF STORM PIPE. 12" MIN.
(24" IN NCDOT ROW)
CLEARANCE
NO. 57 WASHED STONE
10' MIN D.I.P. OR 10' MIN D.I.P. OR _
HOPE FUSED PIPE HDPE FUSED PIPE
STORM SEWER CROSSING DETAILS
NOT TO SCALE
WATER
STANDARD DETAIL
Storm Pipe Crossing
PAGE
1 1
Name
Date
JOHNSTON COUNTY
Department of Public Utilities
P.O. Box 2263 Asa
Smithfield, NC 27577
STANDARD
WATER DETAIL
Storm Sewer
Crossing
PAGE
1
Drawn By:
Checked B :
A roved B :
Scale:
MJxMJ
OR
MJ SLEEVE W/
FLANGE x FLANGE MEGA -LUG GLANDS
i
5„
CONNECTION
NOTES:
1. VALVE MARKERS SHALL BE
PLACED AT RAN.
1I ,�� °rl All wwo
2. LETTERS"MW SHALL FACE
CAST IN CONC.
TOWARDS VALVE.
3. MARKER SHALL HAVE BRASS
6"1®enuu AfEA.S
PAINTED BLACK
HDPE
DIP
DIP
DIP
PVC
OR BRONZE EMBED ON TOP
FINISHED GRADE
OR SIDE.
_
31_ 611 -
_I
4. CONTRACTOR SHALL STAMP
I —I
4 EA. - #3 REBAR
DISTANCE TO CENTER OF
(1 EA. CORNER)
VALVE INTO EMBED.
5. BLOW -OFF ASSEMBLY SHALL
INCLUDE 1 EA. MARKER W/
SQUARE MARKER
FIELD-LOK
"BO" OR "MV" CAST.
WITH BEVELED CORNERS
GASKET
VALVE MARKER DETAIL
NOT TO SCALE
IVGIIIC VGIC
Drawn By:
PAGE
Checked By: JOHNSTON COUNTY
14 A roved By: Department of Public Utilities
Scale: P.O. Box 2263 SIP
Smithfield, NC 27577
v ��&CREED
Venture IV Building, Suite 500
1730 Varsity Drive
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
NC License# F-1222
www.mckimcreed.com
WATER
STANDARD DETAIL
Valve Marker
JOHNSTON
COUNTY
DEPARTMENT
OF UTILITIES
HDPE PIPE CONNECTION
NOT TO SCALE
rvame uace
PAGE Drawn By:
Checked By: JOHNSTON COUNTY WATER
15 A proved By: Department of Public Utilities STANDARD DETAIL
Scale: P.O. Box 2263 �T HDPE PIPE CONNECTION
Smithfield, NC 27577
Rev. Description Date Init.
JOHNSTON COUNTY 385 WEST
TRANSMISSION IMPROVEMENTS
DETAILS
JOHNSTON COUNTY STANDARD WATER
DETAILS
PAGE
16
PROD. START DATE: 2019.NOV
SCALE
HORIZONTAL:
1"=40'
VERTICAL:
1"=4'
^
DL
L
DRAWING NUM
MCE PROJ. # 00358-0141
DRAWN DWH
DESIGNED WOH
CHECKED AJP
D
REVISION
PROJ. MGR. AJP
'STATUS: ISSUED FOR PERMITTING
NOT FOR CONSTRUCTION
I:\00358\0141\WATER\80-DRAWINGS\DETAILS\CD.01-003580141-J000385-DETAILS.DWG 03/27/2020 10:35:55 DAVID HAMMOND

NOTE: PIPE SHALL BE BEDDED UP TO
SPRING LINE AND MINIMUM 4" BELOW
BOTTOM OF PIPE WHEN WET AREAS ARE
ENCOUNTERED.
HAND PLACED
DENSELY COMPACTED
BACKFILL TO 1 FT.
ABOVE TOP OF PIPE — — — — —
-
— -—
I— — — — --
UNDISTURBED EARTH
— —_— — —
ELECTRONIC MARKER BALLS AT 100' ON
—.PIPE --
CENTER & AT BENDS. MARKER BALLS SHALL
BEDDED PIPE
_— O.D. -
—_
BE INSTALLED AT 1 1/2 TO 2' DEEP.
NOTE: MARKER BALLS SHALL BE INSTALLED
_—
—
CONCURRENTLY WITH PIPE. MARKER
SHAPED SUBGRADE
—
I'_ BALLS SHALL NOT BE INSTALLED AFTER
SHALL PROVIDE BEARING -
( TRENCH HAS BEEN COMPLETELY
ALONG ENTIRE LENGTH
III
BACKFILLED.
OF PIPE BARREL
112 PIPE O.D.
24" + O.D. MAX.
NOTE:
WATER MAINS 8"0 AND SMALLER SHALL
HAVE MINIMUM OF T COVER. WATER
MAINS LARGER THAN 8"0 SHALL HAVE A
MINIMUM OF T-6" COVER.
PIPE LAYING CONDITION
NOT TO SCALE
FINISHED GRADE
I it
METER (US GAL.)
V X Yq
8"-10" MIN.
LOCK TYPE
20" MIN. METER STOP
CL
7"
SERVICE LINE TO HOME
METER YOKE SHALL BE
MUELLER NO. H-1404-2,
FORD NO. VH-72-7W
OR APPROVED EQUAL FOR
'3Y," SERVICE
LID SHALL BE LABELED "WATER METER" AND
SHALL BE "AMR" TYPE WITH METAL FLIP -UP LID AND 2" HOLE
MIN. 4" WASHED STONE
ANGLE DUAL
CHECK VALVE
BLOCK SUPPORT OR
STONE AS NEEDED
2'-4" TYP
(CAN NOT EXTEND MORE
MOTH SIDE
THAN 1" INTO BOX)
%" OR 1" CLASS 200
' POLYETHYLENE WATER
,. SERVICE LINE
•
WIDE BODY OR
DOUBLE STRAP SADDLE
I COPPERSETTER
METER YOKE COMPLETE WITH 300 PSI
DUAL PURPOSE FITTINGS CORP. STOP
WATER MAIN —
NOTE:
1. CONTRACTOR SHALL PLACE METER BOX IN NON TRAFFIC AREA ONLY, OUTSIDE FENCED AREAS,
AND 4 FEET AWAY FROM BUSHES AND TREES THAT COULD COVER THE BOX.
2. PLASTIC METER BOX SHALL BE CENTURY #1015, NDS D1200, OR APPROVED EQUAL
3. CONTRACTOR SHALL CENTER METER YOKE IN METER BOX.
4. METER YOKE TO MUELLER No. H-1404-2A, FORD No. VHH-72-7W-11 OR APPROVED EQUAL.
5. METER TO MEET AW WA C-000 STDS. AND SPECS.
6. METER TO BE PROVIDED AND SET BY JOHNSTON COUNTY. METER WILL NOT BE INSTALLED IF,
THE THE SETTER IS NOT CENTERED IN THE BOX, THE SETTER HAS BEEN PULLED UP ON ONE
END, THE SETTER IS LAYING ON ITS SIDE, THE SETTER IS TO CLOSE TO THE BOX LID, THE BOX IS
BELOW GRADE OR BROKEN, THE CUSTOMERS SERVICE LINE IS NOT HOOKED TO THE UNION
NUT, THE 3/4 GATE VALVE HAS NOT BEEN INSTALLED WITHIN 12 INCHES OF THE METER BOX.
7. ALL MATERIALS USED IN THE POTABLE WATER SYSTEM MUST BE NSF61 AND NSF372 CERTIFIED
AND MEET THE LATEST FEDERAL SAFE DRINKING WATER ACT REQUIREMENTS.
8. SERVICE LINE TO HOME MUST PASS PLUMBING INSPECTION PRIOR TO SETTING METER.
NOTES:
1. TAP ON THE MAIN SHALL BE MADE IN THE
POSITION SHOWN.
2. LOCATE METER BOX AS SHOWN ON PLAN NOTE:
OR AS DIRECTED IN THE FIELD. 1. ALL TAPS 2" AND SMALLER SHALL BE MADE WITH TAPPING SADDLE.
3. PIPE FROM MAIN TO METER STOP TO BE ALL TAPS LARGER THAN 2" SHALL BE MADE WITH TAPPING SLEEVE
LEVEL OR CONTINUOUS UP GRADE. AND VALVE. NO DIRECT TAPS SHALL BE MADE.
4. TOP OF BOX TO BE AT LEAST 10" BELOW 2. ALL MATERIALS USED IN THE POTABLE WATER SYSTEM MUST
ELEVATION OF ADJACENT EDGE OF BE NSF61 AND NSF372 CERTIFIED AND MEET THE LATEST
PAVEMENT WHEN SET IN ROAD/STREET T OF 1" WIRE REINFORCED FEDERAL SAFE DRINKING WATER ACT REQUIREMENTS.
SHOULDER. EXACT LOCATION OF BOX RUBBER HOSE COILED IN BOX
TO BE DETERMINED IN FIELD. SET
FLUSH WITH FINISH GRADE WHERE NO
PAVEMENT EXIST. METER BOX —7
FINISHED GRADE —r
LOCKABLE V METER STOP
1" CLASS 200 POLYETHYLENE
SERVICE PIPE, LENGTH AS
REQUIRED
1" CORPORATION STOP AND
MIP x COMPRESSION FITTING
I TAPPING SADDLE
WATER MAIN
MIP x NIPPLE
TAPPING SADDLE SHALL BE BRASS OR BRONZE FOR "CC"
THREADS WITH DOUBLE STRAPS, FORD S-90, MUELLER
BR2B OR APPROVED EQUAL.
TAPPING SLEEVE SHALL BE BRASS OR
BRONZE FOR "CC" THREADS, FORD S-70,
MUELLER H-134, JCM 403 OR APPROVED
EQUAL FOR SDR-21 PVC.
J
I S.S. HOSE CLAMP
CLASS 200
POLYETHYLENE
COMPRESSION TYPE CONNECTOR
1" CLASS 200 POLYETHYLENE
ft
CORPORATION STOP SHALL B
SERVICE PIPE
BRONZE WITH "CC" THREADS
AND RATED 300 PSI, MUELLER
B-25008, FORD FB-1000-NL, OR
APPROVED EQUAL
MANUAL AIR RELIEF VALVE ASSEMBLY
NOT TO SCALE
DUCTILE IRON PIPE P.V.C. PIPE
(CLASS 50 CEMENT LINED) (CLASS 200)
NOTE: ALL TAPS TO BE MADE ON TOP QUARTER OF MAIN.
STANDARD WATER TAP DETAIL
NOT TO SCALE
3/4" & 1" WATER METER SERVICE DETAIL
NOT TO SCALE
Name Date Name Date Name Date Name Date
Drawn By: PAGE Drawn By: PAGE Drawn By: PAGE Drawn By: PAGE
WATER WATER WATER
Checked By: JOHNSTON COUNTY Checked B : JOHNSTON COUNTY Checked By: JOHNSTON COUNTY Checked By: JOHNSTON COUNTY WATER
Approved By: STANDARD DETAIL Approved B : STANDARD DETAIL STANDARD DETAIL
Department of Public Utilities0* Department of Public Utilities 3 �� Approved Department of Public Utilities 25 Approved By: Department of Public Utilities STANDARD DETAIL 20
Scale: P.O. Box 2263 Pipe Laying 17 Scale: P.O. Box 2263 �p /4' and 1" Scale: P.O. Box 2263 *x,-D
Manual Air Relief Scale: P.o. Box 2263 �a Standard Water Tap
Smithfield, NC 27577 Condition Smithfeld, NC 27577 Water Meter Service Smithfield, NC 27577 Valve Assembly Smithfield, NC 27577o.,,, n.......:........ n.,.,, L.:. ondm�n�ra Ina a>„ noo�d�N�o nom hIr Ram na���lofho nnm Ina
DESIGN PARAMETERS
DEPTH OF BURY: 3.5 FT
SAFETY FACTOR: 2:1
TRENCH TYPE: 3 (PIPE BEDDING IN 4" LOOSE SOIL. BACKFILL LIGHTLY
CONSOLIDATED TO TOP OF PIPE)
TEST PRESSURE: 200 PSI
SOIL TYPE: (CL,CH,SC,SM) TOPSOIL, INORGANIC CLAYS OF LOW,
MODERATE, & HIGH PLASTICITY. SILTY & CLAYEY SAND.
BACK FILLED USING NATIVE SOILS.
NOTE:
1. THE CONTRACTOR SHALL INSTALL RESTRAINED JOINT THRUST PROTECTION AT ALL BENDS,
TEES, WYES, REDUCERS, VERTICAL OFFSETS, VALVES AND PLUGS. THE LENGTHS SHOWN
BELOW ARE TYPICAL LENGTHS REQUIRED FOR THE DESIGN PARAMETERS SHOWN ABOVE.
THESE RESTRAINING CONDITIONS ARE COMMON CONDITIONS ENCOUNTERED IN NORMAL
PIPELINE CONSTRUCTION, ANY OTHER CONDITIONS SHALL BE BROUGHT TO THE ATTENTION
OF THE ENGINEER.
2. WHEN USING MECHANICAL JOINT RESTRAINTS SUCH AS MEGA -LUGS FOR PVC & DIP OR TR
FLEX AND GRIFFIN SNAP-LOK, CONCRETE BLOCKING IS EXCLUDED FROM THE INSTALLATION.
3. THE RESTRAINED LENGTHS PROVIDED IN THE TABLE BELOW ARE MEASURED IN FEET AND
SHALL BE APPLIED TO EACH SIDE OF THE SPECIFIED FITTING AS SHOWN IN THE DETAIL.
MC-1 MECHANICAL JOINT RESTRAINT DETAILS
REV.NO.
DESCRIPTION
DATE
D
ISSUED FOR PERMITTING -NOT FOR CONSTRUCTION
ON27120
C
90"/"DESIGN- NOT FOR CONSTRUCTION
03/73/20
B
60% DESIGN -NOT FOR CONSTRUCTION
07/07/20
A
30% DESIGN -NOT FOR CONSTRUCTION
11/16/19
REVISIONS
�L�
TAPPING SLEEVES VALVES &
& TEES DEAD ENDS
I�L-> -
UPPER BEND i
CARC
049224
�'.,id1� •. FhGINEER.•'G,z�
////0. Irk
f llllllll\\\\ rj
J
L L
J
CROSS
! LOWER BEND
VERTICAL OFFSETS
�IL
REDUCERS
L�
HORIZONTAL BENDS
v NfWM&CREED
Venture IV Building, Suite 500
1730 Varsity Drive
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
NC License# F-1222
www.mckimcreed.com
MINIMUM RESTRAINED PIPE LENGTHS (LINEAR FEET) TABLE
Main Pipe
Diameter
(inches)
Horizontal Bends (Degrees)
Tap.
Sleeves,
Tees, 8:
Wyes
Reducers
(Main Diameter x Reducer
Diameter (inches)
Valves
& Dead
Ends
Vertical Offsets
(All Bend Angles)
90
45
22.5
11.3
x6
x8
x10
x12
Upper
Lower
24
140
58
28
14
10
305
289
268
243
329
137
33
20
121
50
24
12
10
253
233
208
177
282
117
28
18
111
46
23
11
10
226
202
174
140
258
107
26
16
101
42
21
10
10
196
170
138
99
233
97
23
12
80
33
16
8
10
132
96
53
181
75
18
10
68
29
14
7
10
95
52
154
64
15
8
57
24
12
6
10
54
128
53
13
6
44
19
9
5
10
98
41
10
4
32
13
7
4
10
70
29
7
3
27
11
6
3
10
58
24
6
JOHNSTON
COUNTY
DEPARTMENT
OF UTILITIES
N.T.S.
JOHNSTON COUNTY 385 WEST
TRANSMISSION IMPROVEMENTS
DETAILS
JOHNSTON COUNTY STANDARD WATER
DETAILS
PROJ. START DATE:
2019.NOV
MCE PROJ. #
00358.0141
DRAWN
DWH
DESIGNED
WOH
CHECKED
AJP
PROJ. MGR.
AJP
SCALE
D3
HORIZONTAL:
1"=40'
DRAWING NOW
VERTICAL:
D
REVISION
TATUS: ISSUED FOR PERMITTING
NOT FOR CONSTRUCTION
I:\00358\0141\WATER\80—DRAWINGS\DETAILS\CD.01-003580141—J000385—DETAILS.DWG 03/27/2020 10:35:58 DAVID HAMMOND

SAWCUT PRIOR TO 1
EXCAVATION
PAVEMENT SHALL BE CUT TO
PROVIDE A CLEAN EDGE
C"•)
JOINT SEAL k
TACK COAT
ASPHALT PAVED
ROADS
(NON —STATE ROADS)
UNPAVED ROADS
PRIVATE
CONCRETE DRIVE
PRIVATE ASPHALT
PAVED DRIVE
MATCH
A. AREA TO BE TAMPED.
B. 6" OF CRUSHED STONE
C. 2" BITUMINOUS CONCRETE SURFACE
COURSE TYP S9.5A.
D. 8" CRUSHED STONE.
E. NEW CONCRETE J" THICKER THAN
EXISTING CONCRETE, BUT NO CASE
LESS THAN 6 INCHES THINK.
NOTES:
1. PAVEMENT ON NON —STATE ROADS SHALL BE REPAIRED WITHIN A MAXIMUM OF THREE (3) DAYS
FROM THE DATE THE CUT WAS MADE.
2. OPEN CUT OF NCDOT ROADWAYS WILL NOT BE ALLOWED WITHOUT PRIOR APPROVAL FROM THE
NCDOT DISTRICT ENGINEER.
3. WIDTH OF CONCRETE DRIVEWAY RECONSTRUCTION SHALL NOT EXCEED 5 FEET EXCEPT FOR
THE FOLLOWING CONDITION:
3.1. IF NEAREST EXPANSION JOINT IS 2 FEET OR LESS FROM THE LIMITS OF RECONSTRUCTION,
THE CONTRACTOR SHALL REMOVE AND RECONSTRUCT DRIVEWAYS TO THE NEAREST
EXPANSION JOINT ON EITHER SIDE OF THE RECONSTRUCTED CONCRETE. INSTALL NEW
EXPANSION JOINT MATERIAL.
MC-21 PAVEMENT REPAIRS FOR TOWN ROADS
REV.NO.
DESCRIPTION
DATE
D
ISSUED FOR PERMITTING -NOT FOR CONSTRUCTION
03/27120
C
90%DESIGN-NOT FOR CONSTRUCTION
03113120
B
60%DESIGN- NOT FOR CONSTRUCTION
OV07120
A
30%DESIGN - NOT FOR CONSTRUCTION
11/16119
REVISIONS
N.T.S.
CARo
Q �
049224
%�cP�'•. FNGINEE�•••G�����
CUT TO NEAT
EDGE
12" -. _ - _ -' 12" 6" HB BINDER
BURIED
PIPE LINE
SELECTED BACKFILL
TAMPED IN LAYERS
�— — —
PAVEMENT REPAIRS FOR
NCDOT ROAD OPEN CUTS
NOT TO SCALE
Name Date
Drawn By: WATER PAGE
Checked By: JOHNSTON COUNTY STANDARD DETAIL .�
A roved B Department or Public Utilities
Scale: P.O. Box 2263 Cutting and Replacing
Smithfield, NC 27577 Pavement
Rev I DpRoption I Date Tit
v NFKMI&CREED
Venture IV Building, Suite 500
1730 Varsity Drive
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
NC License# F-1222
www.mckimcreed.com
JOHNSTON
COUNTY
DEPARTMENT
OF UTILITIES
JOHNSTON COUNTY 385 WEST
TRANSMISSION IMPROVEMENTS
DETAILS
PAVEMENT REPAIR & MISC DETAILS
PROD. START DATE:
2019.NOV
MCE PROJ. #
00356-0141
DRAWN
DWH
DESIGNED
WOH
CHECKED
AJP
PROJ. MGR.
AJP
SCALE I D4
HORIZONTAL:
1"=40'
VERTICAL:
1"=4'
DRAWING NUMBER
D
REVISION
STATUS: ISSUED FOR PERMITTING
NOT FOR CONSTRUCTIONFOR CONSTRUCTION
1:\00358\0141\WATER\80—DRAWINGS\DETAILS\CD.01-003580141—J000385—DETAILS.DWG 03/27/2020 10:36:00 DAVID HAMMOND

GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH
Implementing the details and specifications on this plan sheet will result in the construction
activity being considered compliant with the Ground Stabilization and Materials Handling
sections of the NCGO1 Construction General Permit (Sections E and F, respectively). The
permittee shall comply with the Erosion and Sediment Control plan approved by the
delegated authority having jurisdiction. All details and specifications shown on this sheet
may not apply depending on site conditions and the delegated authority having jurisdiction.
Required Ground Stabilization T[meframes
Stabilize within this
Site Area Description
many calendar
Timeframe variations
days after ceasing
land disturbance
a Perimeter dikes
swales ditches and
7
None
perimeter slopes
(b) High Quality Water
7
None
(HQW)Zones
(c) Slopes steeper than
If slopes are 10' or less in length and are
3:1
7
not steeper than 2:1,14 days are
allowed
-7 days for slopes greater than 50' in
length and with slopes steeper than 4:1
-7 days for perimeter dikes, swales,
(d) Slopes 3:1 to 4:1
14
ditches, perimeter slopes and HQW
Zones
-10 days for Falls Lake Watershed
-7 days for perimeter dikes, swales,
(e) Areas with slopes
ditches, perimeter slopes and HQW Zones
flatter than 4:1
14
-10 days for Falls Lake Watershed unless
there is zero slope
Note: After the permanent cessation of construction activities an areas with temporary
P Y P ry
ground stabilization shall be converted to permanent ground stabilization as soon as
practicable but in no case longer than 90 calendar days after the last land disturbing
activity. Temporary ground stabilization shall be maintained in a manner to render the
surface stable against accelerated erosion until permanent ground stabilization is achieved.
GROUND STABILIZATION SPECIFICATION
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the
techniques in the table below:
• ryg
Tem ora Toss seed covered with straw or
P
other mulches and tackifiers
• Hydroseeding
• Rolled erosion control products with or
without temporary grass seed
is Appropriately applied straw or other mulch
• Plastic sheeting
Permanent Stabilization
• Permanent grass seed covered with straw or
other mulches and tackiffers
• Geotextile fabrics such as permanent soil
reinforcement matting
• Hydroseeding
• Shrubs or other permanent plantings covered
with mulch
• Uniform and evenly distributed ground cover
sufficient to restrain erosion
• Structural methods such as concrete, asphalt or
retaining walls
• Rolled erosion control products with grass seed
1. Select flocculants that are appropriate for the soils being exposed during
construction, selecting from the NC DWR List of Approved PAMS/Flocculants.
2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures.
3. Apply flocculants at the concentrations specified in the NC DWR List of Approved
PAMS/Flocculants and in accordance with the manufacturer's instructions.
4. Provide ponding area for containment of treated Stormwater before discharging
offsite.
5. Store flocculants in leak -proof containers that are kept under storm -resistant cover
or surrounded by secondary containment structures.
EQUIPMENT AND VEHICLE MAINTENANCE
1. Maintain vehicles and equipment to prevent discharge of fluids.
2. Provide drip pans under any stored equipment.
3. Identify leaks and repair as soon as feasible, or remove leaking equipment from the
project.
4. Collect all spent fluids store in separate containers and properly dispose as
P P P P Y p
hazardous waste (recycle when possible).
5. Remove leaking vehicles and construction equipment from service until the problem
has been corrected.
6. Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum products
to a recycling or disposal center that handles these materials.
LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE
1. Never bury or burn waste. Place litter and debris in approved waste containers.
2. Provide a sufficient number and size of waste containers e. dum ster trash
(g P
receptacle) on site to contain construction and domestic wastes.
3. Locate waste containers at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
4. Locate waste containers on areas that do not receive substantial amounts of runoff
from upland areas and does not drain directly to a storm drain, stream or wetland.
5. Cover waste containers at the end of each workday and before storm events or
provide secondary containment. Repair or replace damaged waste containers.
6. Anchor all lightweight items in waste containers during times of high winds.
7. Empty waste containers as needed to prevent overflow. Clean up immediately if
containers overflow.
8. Dispose waste off -site at an approved disposal facility.
9. On business days, clean up and dispose of waste in designated waste containers.
PAINT AND OTHER LIQUID WASTE
1. Do not dump paint and other liquid waste into storm drains, streams or wetlands.
2. Locate paint washouts at [east 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
3. Contain liquid wastes in a controlled area.
q
4. Containment must be labeled, sized and placed appropriately for the needs of site.
5. Prevent the discharge of soaps, solvents, detergents and other liquid wastes from
construction sites.
PORTABLE TOILETS
1. Install portable toilets on level ground, at least 50 feet away from storm drains,
streams or wetlands unless there is no alternative reasonably available. If 50 foot
offset is not attainable, provide relocation of portable toilet behind silt fence or place
on a gravel pad and surround with sand bags.
2. Provide stakingor anchoring of portable toilets during periods of high winds or in high
g P gP g g
foot traffic areas.
3. Monitor portable toilets for leaking and properly dispose of any leaked material.
Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace
with properly operating unit.
EARTHEN STOCKPILE MANAGEMENT
1. Show stockpile locations on plans. Locate earthen -material stockpile areas at least
50 feet away from storm drain inlets, sediment basins, perimeter sediment controls
and surface waters unless it can be shown no other alternatives are reasonably
available.
2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of
five feet from the toe of stockpile.
3. Provide stable stone access point when feasible.
4. Stabilize stockpile within the timeframes provided on this sheet and in accordance
with the approved plan and any additional requirements. Soil stabilization is defined
as vegetative, physical or chemical coverage techniques that will restrain accelerated
erosion on disturbed soils for temporary or permanent control needs.
CONCRETE WASHOUTS
spills or overflow.
1.
Do not discharge concrete or cement slurry from the site.
7. Locate washouts in an easily accessible area, on level ground and
2.
Dispose of, or recycle settled, hardened concrete residue in
install a stone entrance pad in front of the washout. Additional
accordance with local and state solid waste regulations and at an
controls may be required by the approving authority.
approved facility.
8. Install at least one sign directing concrete trucks to the washout
3.
Manage washout from mortar mixers in accordance with the
within the project limits. Post signage on the washout itself to
above item and in addition place the mixer and associated
identify this location.
materials on impervious barrier and within lot perimeter silt fence.
9. Remove leavings from the washout when at approximately 75%
4.
Install temporary concrete washouts per local requirements,
capacity to limit overflow events. Replace the tarp, sand bags or
where applicable. If an alternate method or product is to be used,
other temporary structural components when no longer
contact your approval authority for review and approval. If local
functional. When utilizing alternative or proprietary products,
standard details are not available, use one of the two types of
follow manufacturer's instructions.
temporary concrete washouts provided on this detail.
10. At the completion of the concrete work, remove remaining
5.
Do not use concrete washouts for dewatering or storing defective
leavings and dispose of in an approved disposal facility. Fill pit, if
curb or sidewalk sections. Stormwater accumulated within the
applicable, and stabilize any disturbance caused by removal of
washout may not be pumped into or discharged to the storm drain
washout.
system or receiving surface waters. Liquid waste must be pumped
out and removed from project.
6.
Locate washouts at least 50 feet from storm drain inlets and
surface waters unless it can be shown that no other alternatives
are reasonably available. At a minimum, install protection of
storm drain inlet(s) closest to the washout which could receive
ONSITE CONCRETE WASHOUT
STRUCTURE WITH LINER
rA
1
1
1
is
1
1
1
t
I
11
/
I
Ell
LA
LA
CSANDSAGS (TYP.)
OR STAPLES
10MIL
SILT FENCE SIDE SLOPE LININGC SANDBAGS(TYP.)
OR STAPLES
qzX
CLEARLY MARKED SIGNAGE
CONCRETE NOTING DEVICE (IS'X24-MIN)
WASHOUT
PLAN
SECTION A -A
NOTES-
1. ACTUAL LOCATION DETERMINED IN FIELD
2. THE CONCRETE WASHOUT STRUCTURES SHALL BE
MAINTAINED WHEN THE LIQUID AND/OR SOLID REACHES
75%OF THE STRUCTURES CAPACITY.
3.CONCRETE WASHOUT STRUCTURE NEEDS TO BE
CLEARY MARKED WITH SIGNAGE NOTING DEVICE.
BELOW GRADE WASHOUT STRUCTURE
NOT TO SCALE
t0'
o2
SANDBAGS(TYR)
OR STAPLES
7 CLEARLY MARKED SIGNAGE
CONCRETE NOTING DEVICE 18"X24•MIN.
( )
WASHOUT
PLAN
40 MIL
PLASTIC LINING
-1:1 SIDE SLOPE
SECTION B-B
NOTES:
1. ACTUAL LOCATION DETERMINED INFIELD
2. THE CONCRETE WASHOUT STRUCTURES
SHALL BE MAINTAINED WHEN THE LIQUID
AND/OR SOLID REACHES 75%THE
STRUCTURES CAPACITY TO PROVIDE
ADEQUATE HOLDING CAPACITY WITH
MINIMUM 12 INCHES OF FREEBOARD.
3. CONCRETE WASHOUT STRUCTURE
NEEDS TO BE CLEARY MARKED WITH
SIGNAGE NOTING DEVICE.
ABOVE GRADE WASHOUT STRUCTURE
NOT TO SCALE
1. Store and apply herbicides, pesticides and rodenticides in accordance with label
restrictions.
2. Store herbicides, pesticides and rodenticides in their original containers with the
label, which lists directions for use, ingredients and first aid steps in case of
accidental poisoning.
3. Do not store herbicides, pesticides and rodenticides in areas where flooding is
possible or where they may spill or leak into wells, stormwater drains, ground water
or surface water. If a spill occurs, clean area immediately.
4. Do not stockpile these materials onsite.
HAZARDOUS AND TOXIC WASTE
1. Create designated hazardous waste collection areas on -site.
2. Place hazardous waste containers under cover or in secondary containment.
3. Do not store hazardous chemicals, drums or bagged materials directly on the ground.
NCGOI GROUND STABILIZATION AND MATERIALS HANDLING
REV. No.
DESCRIPTION
DATE
D
ISSUED FOR PERMITTING -NOT FOR CONSTRUCTION
03127/20
C
90Y.DESIGN-NOT FOR CONSTRUCTION
03/13/20
B
80%DESIGN- NOT FOR CONSTRUCTION
02/07/20
A
30-A DESIGN - NOT FOR CONSTRUCTION
11/16/19
REVISIONS
\�tUtluuUl7
. CARp��
�t : C0
049224
''.,itP�•. FhGINEF;`�.�G,��2`�0.
EFFECTIVE: 04/01/19
V -
v,NIIFK &CREED
Venture IV Building, Suite 500
1730 Varsity Drive
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
NC License# F-1222
www.mckimcreed.com
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION A: SELF -INSPECTION
Self -inspections are required during normal business hours in accordance with the table
below. When adverse weather or site conditions would cause the safety of the inspection
personnel to be in jeopardy, the inspection may be delayed until the next business day on
which It is safe to perform the inspection. In addition when a storm event of equal to or
P P q
greater than 1.0 Inch occurs outside of normal business hours, the self -inspection shall be
performed upon the commencement of the next business day. Any time when inspections
were delayed shall be noted in the Inspection Record.
NOTE: The rain inspection resets the required 7 calendar day inspection requirement.
Frequency
Inspect
(during normal
Inspection records must Include:
business hours)
(1J Rain gauge
Dolly
Dolly rainfall amounts.
maintained In
Ir no daily rain gauge observations are made during weekend or
good working
g 8
holiday periods, and no Individual-da rainfall Information Is
Y P Y
order
available record the cumulative rain measurement for those un-
attended days and this will determine if a site inspection is
I sp
needed). Days on which no rainfall occurred shall be recorded as
"zero." The permittee may use another rain -monitoring device
approved by the Division.
At least once per
(2J E&SC
1. Identification of the measures inspected,
Measures
7 relendar days
2. Date and time of the inspection,
and within 24
3. Name of the person performing the inspection,
hours of a rain
4. Indication of whether the measures were operating
even[ s 1.0 Inch in
properly,
24 hours
S. Description of maintenance needs for the measure,
6. Description, evidence, and date of corrective actions taken.
(3J Acrmwater
Al least once per
1. Identifica lion of the discharge outfalls inspected,
discharge
7calendar days
2. Date and time of the inspection,
outfalls I5005J
and within 24
3. Name of the person performing the Inspection,
hours ofa rain
4. Evidence of indicators aF stormwater pollution such as oil
event > 1.0 inch in
sheen, floating or suspended solids or discoloration,
24 hours
5. Indication of visible sediment leaving the site,
6. Description,evidence, and date of corrective actions taken.
If visible sedimentation is found outside site limits, then a record
(47 Perimeter of
At (east once per
site
7calendar days
of the fallowing shall be made:
and within 24
1. Anions taken to cleanup or stabilize the sediment that has left
hours of a rain
the site limits,
event> 1.0 inch in
2. Description, evidence, and date of corrective actions taken, and
24 hours
3. An explanation as to the actions taken to control future
P
releases.
(5) Streams or
At least once per
If the stream or wetland has Increased visible sedimentation or a
wetlands onsite
7calendar days
stream has visible Increased turbidity From the construction
or offsite
and within 24
activity, then a record of the fallowing shall be made:
(where
hours of a rain
1. Description, evidence and date of corrective actions taken, and
accessible)
event> 1.0 inch in
2. Records of the required reports to the appropriate Division
24 hours
Regional Office per Pan III, Section C, Item (2)Ia) of this permit.
(6) Ground
Aker each phase
1. The Phase of grading (installation of perimeter E&SC
stabilization
of grading
measures, clearing and grubbing, installation of storm
measures
drainage facilities, completion of all land -disturbing
activity, construction or redevelopment, permanent
round
PART III
SELF -INSPECTION,
V1!10114161xlC[d
SECTION B: RECORDKEEPING
1. E&SC Plan Documentation
The approved E&SC plan as well as any approved deviation shall be kept on the site. The
approved E&SC plan must be kept up-to-date throughout the coverage underthis permit.
The following Items pertaining to the E&SC plan shall be kept on site and available for
inspection at all times during normal business hours.
Item to Document
Documentation Requirements
(a) Each E&SC measure has been installed
Initial and date each E&SC measure on a copy
and does not significantly deviate from the
of the approved E&SC plan or complete, date
locations, dimensions and relative elevations
and sign an inspection report that lists each
shown on the approved E&SC plan.
E&SC measure shown on the approved E&SC
plan. This documentation is required upon the
initial installation of the E&SC measures or if
the E&SC measures are modified after initial
installation.
(b) A phase of grading has been completed.
Initial and date a copy of the approved E&SC
plan or complete, date and sign an inspection
report to indicate completion of the
construction phase.
(c) Ground cover is located and installed
Initial and date a copy of the approved E&SC
in accordance with the approved E&SC
plan or complete, date and sign an inspection
plan.
report to indicate compliance with approved
ground cover specifications.
(d) The maintenance and repair
Complete, date and sign an inspection report.
requirements for all E&SC measures
have been performed.
(e) Corrective actions have been taken
Initial and date a copy of the approved E&SC
to E&SC measures.
plan or complete, date and sign an inspection
report to indicate the completion of the
corrective action.
2. Additional Documentation to be Kept on Site
In addition to the E&SC plan documents above the following Items shall be kept on the
site and available for inspectors at all times during normal business hours, unless the
Division provides aaite-specific exemption based on unique site conditions that make
this requirement not practical:
(a) This General Permit as well as the Certificate of Coverage, after it is received.
(b) Records of inspections made during the previous twelve months. The permittee shall
record the required observations on the Inspection Record Form provided by the
Division or a similar inspection form that includes all the required elements. Use of
electronically -available records in lieu of the required paper copies will be allowed if
shown to provide equal access and utility as the hard -copy records.
3. Documentation to be Retained for Three Years
All data used to complete the a-NOI and all inspection records shall be maintained for a period
of three years after project completion and made available upon request [40 CFR 122.411
PART II, SECTION G, ITEM (4)
DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT
Sediment basins and traps that receive runoff from drainage areas of one acre or more shall use outlet structures that withdraw water from the surface when these devices need to be drawn down
for maintenance or close out unless this is infeasible. The circumstances in which it is not feasible to withdraw water from the surface shall be rare (for example, times with extended cold weather).
Non -surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met:
(a) The E&SC plan authority has been provided with documentation of the non -surface withdrawal and the specific time periods or conditions in which it will occur. The non -surface withdrawal
shall not commence until the E&SC plan authority has approved these items,
(b) The non -surface withdrawal has been reported as an anticipated bypass in accordance with Part III, Section C, Item (2)(c) and (d) of this permit,
(c) Dewatering discharges are treated with controls to minimize discharges of pollutants from stormwater that is removed from the sediment basin. Examples of appropriate controls include
properly sited, designed and maintained dewatering tanks, weir tanks, and filtration systems,
(d) Vegetated, upland areas of the sites or a properly designed stone pad is used to the extent feasible at the outlet of the dewatering treatment devices described in Item (c) above,
(e) Velocity dissipation devices such as check dams, sediment traps, and riprap are provided at the discharge points of all dewatering devices, and
(f) Sediment removed from the dewatering treatment devices described in Item (c) above is disposed of in a manner that does not cause deposition of sediment into waters of the United States.
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION C: REPORTING
1. Occurrences that Must be Reported
Permittees shall report the following occurrences:
(a) Visible sediment deposition in a stream or wetland.
(b) Oil spills if:
• They are 25 gallons or more,
• They are less than 25 gallons but cannot be cleaned up within 24 hours,
• They cause sheen on surface waters (regardless of volume), or
• They are within 100 feet of surface waters (regardless of volume).
c Releases of hazardous substances in excess of reportable quantities under Section 311
(1 P
of the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA
(Ref: 40 CFR 302.4) or G.S. 143-215.85.
(d) Anticipated bypasses and unanticipated bypasses.
(e) Noncompliance with the conditions of this permit that may endanger health or the
environment.
2. Reporting Timeframes and Other Requirements
After a permittee becomes aware of an occurrence that must be reported, he shall contact
the appropriate Division regional office within the timeframes and In accordance with the
other requirements listed below. Occurrences outside normal business hours may also be
reported to the Department's Environmental Emergency Center personnel at (800)
858-0368.
Occurrence
Reporting Timeframes (After Discovery) and Other Requirements
t a Vislb a sedimen
11
Within 24 boon• an oral or electronic notification.
deposition in a
• Within 7 calendar days, a report that contains a description of the
stream or wetland
sediment and actions taken to address the cause of the deposition.
Division staff may waive the requirement for a written report on a
case -by -case basis.
• If the stream is named on the NC 303 d list as impaired for sediment -
related causes, the permittee may be required to perform additional
monitoring, inspections or apply more stringent practices If staff
determine that additional requirements are needed to assure compliance
with the federal orstate impaired -waters conditions.
(b) Oil spills and
• Within 24 hours, an oral or electronic notification. The notification
release of
shall include information about the date time nature volume and
hazardous
location of the spill or release.
P I
substances per Item
1(b)-(c) above
(c) Anticipated
• A report at least ten days before the date of the bypass, If possible.
bypasses [40 CFR
The report shall include an evaluation of the anticipated quality and
122.41(m)(3)]
effect of the bypass.
(d) Unanticipated
• Within 24hours, an oral or electronic notification.
bypasses [40 CFR
122.41(m)(3)]
• Within 7mlendardays, a report that includes an evaluation of the
quality and effect of the bypass.
(e) Noncompliance
• Within 24houn, an oral or electronic notification.
with the conditions
• Within 7mlendardays, a report that contains a description of the
of this permit that
noncompliance, and its causes; the period of noncompliance,
may endanger
including exact dates and times, and if the noncompliance has not
health or the
been corrected, the anticipated time noncompliance is expected to
environment[40
continue; and steps taken or planned to reduce, eliminate, and
CFR 122.41(I)(7)]
prevent reoccurrence of the noncompliance. [40 CFR 122.41(I)(6).
• Division staff may waive the requirement for a written report on
case -by -case basis.
NCGOI SELF -INSPECTION, RECORDKEEPING AND REPORTING EFFECTIVE: 04/01/191
JOHNSTON
COUNTY
DEPARTMENT
OF UTILITIES
JOHNSTON COUNTY 385 WEST
TRANSMISSION IMPROVEMENTS
DETAILS
EROSION AND SEDIMENT CONTROL
DETAILS
PROD. START DATE:
2019.NOV
MICE PROJ. #
0036"141
DRAWN
DWH
DESIGNED
WON
CHECKED
AJP
PROJ. MGR.
AJP
SCALE
D5
HORIZONTAL:
DRAWING NUMBER
VERTICAL:
1„.4.
D
REVISION
STATUS: ISSUED FOR PERMITTING
NOT FOR CONSTRUCTION
I:\00358\0141\WATER\80-DRAWINGS\DETAILS\CD.01-003580141-J000385-DETAILS.DWG 03/27/2020 10:36:03 DAVID HAMMOND

EC-011 EROSION CONTROL CONSTRUCTION SEQUENCE
N.T.S. I IEC-021 EROSION CONTROL GENERAL NOTES
N.T.S. I I EC-031 SEEDBED PREPERATION
.1111100I
1. THE INTENT OF THE CONSTRUCTION SEQUENCE IS TO PROVIDE THE CONTRACTOR WITH A GENERAL GUIDE
FOR CONSTRUCTION PURPOSES. THIS SEQUENCE IS NOT INTENDED TO OUTLINE ALL CONSTRUCTION
ACTIVITIES ON THIS PROJECT.
2. CONTRACTOR SHALL ARRANGE PRE -CONSTRUCTION MEETING WITH THE OWNER'S REPRESENTATIVE,
ENGINEER, JOHNSTON COUNTY AND NCDEQ-LAND QUALITY SECTION REPRESENTATIVE (919-791-4200)
PRIOR TO ANY LAND DISTURBING ACTIVITY ON SITE.
3. EROSION AND SEDIMENT CONTROL (E&SC) PERMIT AND CERTIFICATE OF COVERAGE MUST BE OBTAINED
BEFORE ANY LAND DISTURBING ACTIVITIES OCCUR. THE CDC CAN BE OBTAINED BY FILLING OUT THE
ELECTRONIC NOTICE OF INTENT (e-N01) FORM AT DEQ.NC.GOV/NCGO1. PLEASE NOTE, THE a-N01 FORM
MAY ONLY BE FILLED OUT ONCE THE PLANS HAVE BEEN APPROVED. A COPY OF THE E&SC PERMIT, THE
COC, AND A HARD COPY OF THE PLAN MUST BE KEPT ON SITE, PREFERABLY IN A PERMITS BOX, AND
ACCESSIBLE DURING INSPECTION.
4. WHEN THE PROJECT IS COMPLETE, THE PERMITTEES SHALL CONTACT DEMLR TO CLOSE OUT THE E&SC
PLAN. AFTER DEMLR INFORMS THE PERMITTEE OF THE PROJECT CLOSE OUT, VIA INSPECTION REPORT, THE
PERMITTEE SHALL VISIT DEQ.NC.GOV/NCGO1 TO SUBMIT AN ELECTRONIC NOTICE OF TERMINATION (e-NOT).
A $100 ANNUAL GENERAL PERMIT FEE WILL BE CHARGED UNTIL THE a -NOT HAS BEEN FILLED OUT.
5. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE NORTH CAROLINA
EROSION AND SEDIMENTATION CONTROL PLANNING AND DESIGN MANUAL.
6. ALL EROSION CONTROL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER RAINFALL EVENTS. NEEDED
REPAIRS SHALL BE MADE IMMEDIATELY.
7. IF IT IS DETERMINED DURING CONSTRUCTION THAT ANY SEDIMENT IS LEAVING THE SITE, DESPITE PROPER
IMPLEMENTATION AND MAINTENANCE, THE CONTRACTOR IS OBLIGATED TO TAKE ADDITIONAL CORRECTIVE
ACTION. CONTACT OWNER'S REPRESENTATIVE AND ENGINEER WITH ANY ADDITIONAL MEASURES NEEDED.
8. CONTRACTOR SHALL ESTABLISH GROUNDCOVER ON DISTURBED AREAS WITHIN DAYS SPECIFIED BY THE
NPDES GENERAL PERMIT STABILIZATION REQUIREMENTS AFTER COMPLETION OF ANY PHASE OF GRADING.
SEEDING SHALL BE IN ACCORDANCE WITH EC-6 AND EC-7 ON THIS SHEET.
9. MAINTAIN A COPY OF THE LETTER OF PLAN APPROVAL ON SITE FOR SEDIMENTATION AND EROSION
CONTROL FROM NCDEQ-LAND QUALITY SECTION AS WELL AS THE PREVIOUS 30 DAYS OF SELF
INSPECTION RECORDS, RAIN GAUGE, APPROVAL CERTIFICATE/LETTER, APPROVED PLAN, NODES PERMIT,
AND ANY 401/404 DOCUMENTATION. THESE ITEMS SHOULD BE LOCATED NEAR THE MAIN CONSTRUCTION
ENTRANCE. COORDINATE WITH THE INSPECTOR IF AN ALTERNATIVE LOCATION IS PREFERRED. ADDITIONAL
INFORMATION AND A LINK TO THE NCG01 COMBINED SELF -MONITORING FORM CAN BE FOUND AT:
HTTPS: //DEQ.NC.GOV/ABOUT/DIVISIONS/ENERGY-MINERAL-LAND-
RESOURCES/ENERGY-MINERAL-LAND-PERMITS/STORMWATER-
PERMITS/CON STRUCTION-SW.
10. CONTRACTOR TO POST ANY NECCESSARY GRADING PERMIT PROMINENTLY ON SITE AT ALL TIMES.
11. CONTRACTOR TO VERIFY LOCATION AND DEPTH OF EXISTING UTILITIES TO AVOID CONFLICT DURING
INSTALLATION OF EROSION CONTROL MEASURES, STORM SEWER PIPES AND UNDERGROUND UTILITY LINES.
CONTRACTOR IS TO CALL 1-800-632-4949 FOR "NC ONE CALL" OR "811" TO HAVE EXISTING UTILITIES
LOCATED.
12. CONTRACTOR TO HAVE A PROFESSIONAL LAND SURVEYOR FLAG PROPERTY LINES, EASEMENTS, STREAM
BUFFERS, TREE PROTECTION AREAS AND LIMITS OF DISTURBANCE PRIOR TO LAND DISTURBING ACTIVITIES.
13.INSTALL TEMPORARY GRAVEL ACCESS POINTS PER THE CONSTRUCTION ACCESS AND TRAFFIC CONTROL
PLANS. INSTALL CONSTRUCTION ENTRANCES WHERE REQUIRED TO ACCESS WORK AREAS.
14. INSTALL TEMPORARY SILT FENCE, SUPER SILT FENCE, HIGH HAZARD SILT FENCE, TREE PROTECTION FENCE
AND OTHER MEASURES AS SHOWN ON PLANS. SILT FENCE SHOULD BE INSTALLED ON ALL DOWNSLOPE
PORTIONS OF THE DISTURBED AREA. SILT FENCE SHOULD NOT BE INSTALLED ON THE HIGH SIDE OF THE
DISTURBANCE AREA (TREE PROTECTION FENCING IS AN ACCEPTABLE ALTERNATIVE IF DESIRED). SILT
FENCE OUTLETS SHOULD BE INSTALLED AT ALL LOW SPOTS AND ANYWHERE WATER IS POOLING. SILT
FENCE AND OUTLET LOCATIONS MAY VARY FROM THE APPROVED PLANS PER SITE CONDITIONS.
CONTRACTOR SHALL PROVIDE SILT FENCE AROUND ALL BORROW/STOCKPILE/WASTE AREAS, ALL
LAYOUT/STAGING AREAS, AND ALONG EITHER SIDE OF ALL TEMPORARY CONSTRUCTION ACCESS
ROADS/CORRIDORS.
EC-061 TEMPORARY SEEDING SCHEDULE
9:,... 2 9 � 1 9
4
SPECIES: RATE (Ib/acre):
RYE (GRAIN) 120
ANNUAL LESPEDEZA (KOBE IN 50
PIEDMONT & COASTAL PLAIN,
KOREAN IN MOUNTAINS)
OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT TO EXTEND BEYOND JUNE
SEEDING DATES:
MOUNTAINS (ABOVE 2,500'): FEB. 15 - MAY 15
15. CONTRACTOR TO INSTALL EROSION CONTROL MEASURES AS SHOWN AND DETAILED IN THESE PLANS.
CONTRACTOR TO PHASE THE OVERALL EROSION CONTROL BASED ON INSTALLATION OF THE SEWER LINE.
CONTRACTOR TO COORDINATE THE EROSION CONTROL INSTALLATION WITH JOHNSTON COUNTY AND NCDEQ.
16. CONTRACTOR TO REFER TO THE TEMPORARY WETLAND CROSSING DETAIL (EC-21) AS REQUIRED DURING
THE INSTALLATION OF THE SEWER LINE. CONTRACTOR TO PROVIDE ADDITIONAL EROSION CONTROL
MEASURES AS NEEDED DURING STREAM AND WETLAND CROSSINGS. CONTRACTOR TO MINIMIZE THE
IMPACTS TO STREAMS AND WETLANDS DURING INSTALLATION.
17. TEMPORARY INLET PROTECTION TO BE INSTALLED AS SHOWN ON THE PLANS. THESE DEVICES ARE TO
REMAIN IN PLACE UNTIL THE SITE HAS BEEN STABILIZED AND APPROVAL FOR REMOVAL HAS BEEN GIVEN.
18. INSTALL INLET PROTECTION, AND STRAW WATTLES AS SHOWN ON PLANS WHEN CONTRACTOR IS WORKING
IN THESE AREAS. THE DEVICES ARE TO REMAIN IN PLACE UNTIL THE AREA IS STABILIZED AND APPROVAL
FOR REMOVAL HAS BEEN GIVEN BY NCDEQ-LAND QUALITY SECTION AND ENGINEER.
19. OPEN TRENCH, INSTALL AND BACKFILL TRENCH DAILY. WHEN BACKFILLING THESE AREAS, STABILIZATION
SHALL BE INSTALLED PER APPLICABLE DETAIL.
20. CONTRACTOR IS TO DEWATER THE OPENED TRENCH DAILY AS NEEDED BUT AT A MINIMUM AFTER EVERY
RAINFALL EVENT.
21. WHEN STABILIZING RIPARIAN BUFFERS AND WETLAND CROSSINGS, CONTRACTOR IS TO PLANT SEED PER
THE SEEDING SCHEDULE SHOWN ON DETAIL EC-5.
22. CONTRACTOR TO STABILIZE STREAM BANKS PER DETAIL EC-12.
23. THE CONTRACTOR SHALL STABILIZE WETLAND, RIPARIAN BUFFERS AND STREAM CROSSINGS AT THE TIME
OF THE ACTUAL CROSSING. CONTRACTOR TO UTILIZE EXTREME CAUTION TO ENSURE THESE AREAS ARE
STABILIZED AND THAT NO SEDIMENT ENCROACHES DOWNSTREAM OF THESE CROSSINGS.
24. SPOIL PLACEMENT SHALL BE ON THE UPSTREAM SIDE OF THE TRENCH ONLY. ANY ADDITIONAL
EXCAVATED MATERIAL IS TO HAULED OFF AND DISPOSED OF IN AN APPROVED LANDFILL AT THE
CONTRACTORS EXPENSE.
25. ANY DEWATERING ON THE PROJECT SHALL BE DONE THOUGH A SILT BAG.
26. STABILIZE SITE AS TRENCH IS RESTORED TO ORIGINAL GRADE WITH VEGETATION AND/OR PAVING AS
SHOWN ON PLANS. THIS STABILIZATION IS TO BE COMPLETED DAILY.
27. PERFORM SEEDING AND MULCHING AS REQUIRED IN ACCORDANCE WITH THE EROSION CONTROL (EC)
DETAILS AND TECHNICAL SPECIFICATIONS.
28.REMOVE TEMPORARY CONSTRUCTION ENTRANCES WHEN WORK IS COMPLETE IN AN AREA AND BRING
AREAS BACK TO ORIGINAL GRADES AS REQUIRED.
29. ONCE ALL GROUNDCOVER HAS BEEN ESTABLISHED IN A SPECIFIC AREA, THE CONTRACTOR SHALL
CONTACT NCDEQ-LAND QUALITY SECTION AND ENGINEER FOR SITE INSPECTION BEFORE REMOVING ANY
TEMPORARY EROSION CONTROL MEASURES.
30. ONCE AREA HAS BEEN APPROVED FOR REMOVAL OF EROSION AND SEDIMENTATION MEASURES,
CONTRACTOR SHALL REMOVE THESE MEASURES AND INSTALL PERMANENT SEEDING PER DETAIL EC-7.
31. AFTER THE ENTIRE SITE IS COMPLETELY STABILIZED, CONTRACTOR SHALL REQUEST PERMISSION FROM
NCDEQ-LAND QUALITY SECTION AND ENGINEER TO REMOVE ALL TEMPORARY MEASURES. ONCE APPROVAL
IS GIVEN, REMOVE ALL TEMPORARY MEASURES AND INSTALL PERMANENT VEGETATION AS REQUIRED AND
ON ANY RESULTING BARE AREAS. REPAIR ANY AREAS DISTURBED DURING REMOVAL.
N.T.S.
(BELOW 2,500'): FEB. 1 - MAY 1
PIEDMONT: JAN. 1 - MAY 1
COASTAL PLAIN: DEC. 1 - APR. 15
SOIL AMENDMENTS:
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 lb/acre GROUND AGRICULTURAL LIMESTONE AND 750 lb/acre 10-10-10 FERTILIZER.
MULCH:
APPLY 4.000 lb/acre STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT (min. 400 gal/acre), NETTING OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING
TOOL.
MAINTENANCE:
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
0JI3p1IUezMK4M
SPECIES: RATE (lb/acre):
RYE (GRAIN) 120
SEEDING DATES:
MOUNTAINS: AUG. 15 - DEC. 15
COASTAL PLAIN AND PIEDMONT: AUG. 15 - DEC. 30
SOIL AMENDMENT'S:
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 lb/acre GROUND AGRICULTURAL LIMESTONE AND 750 lb/acre 10-10-10 FERTILIZER
MULCH:
APPLY 4.000 lb/acre STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT (min. 400 gal/acre), NETTING OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING
TOOL. IF CRIMPING IS TO BE USED, INSTALL 1/2 OF THE MULCH, THEN CRIMP, AND INTSALL THE OTHER 1/2 OF MULCH ON TOP.
MAINTENANCE:
REPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATELY. TOPDRESS WITH 50 lb/acre OF NITROGEN IN MARCH. IF IT IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE 15, OVERSEED WITH 50 lb/acre KOBE (PIEDMONT
AND COASTAL PLAIN) OR KOREAN (MOUNTAINS) LESPEDEZA IN LATE FEBRUARY OR EARLY MARCH.
RECOMMENDATIONS FOR SUMMER
SEEDING MIXTURE:
SPECIES: RATE (lb/acre):
GERMAN MILLET 40
IN THE PIEDMONT AND MOUNTAINS, A SMALL -STEMMED SUDANGRASS MAY BE SUBSTITUTED AT A RATE OF 50 lb/acre.
SEEDING DATES:
MOUNTAINS MAY 15 - AUG. 15
PIEDMONT: MAY 1 - AUG. 15
COASTAL PLAIN: APR. 15 - AUG. 15
SOIL AMENDMENTS:
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 lb/acre GROUND AGRICULTURAL LIMESTONE AND 750 lb/acre 10-10-10 FERTILIZER
MULCH:
APPLY 4.000 lb/acre STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT (min. 400 gal/acre), NETTING OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING
TOOL. IF CRIMPING IS TO BE USED, INSTALL 1/2 OF THE MULCH, THEN CRIMP, AND INTALL THE OTHER 1/2 OF MULCH ON TOP.
MAINTENANCE:
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
REV.NO.
DESCRIPTION
DATE
D
ISSUED FOR PERMITTING -NOT FOR CONSTRUCTION
03/27120
C
BO'DESIGN- NOT FOR CONSTRUCTION
03113=
B
60%DESIGN- NOT FOR CONSTRUCTION
02/07/20
A
30%DESIGN - NOT FOR CONSTRUCTION
11/1919
REVISIONS
1. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE NORTH CAROLINA EROSION AND
SEDIMENTATION CONTROL PLANNING AND DESIGN MANUAL.
2. ALL EROSION CONTROL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER RAINFALL EVENTS. NEEDED REPAIRS SHALL BE
MADE IMMEDIATELY.
3. ADDITIONAL SEDIMENT AND EROSION CONTROL MEASURES MAY NEED TO BE INSTALLED IF DEEMED NECESSARY BY EITHER
THE ENGINEER OR ENVIRONMENTAL INSPECTOR.
4. ALL EROSION AND SEDIMENT CONTROL MEASURES MUST BE MAINTAINED UNTIL ALL UPGRADE DRAINAGE AREAS HAVE BEEN
STABILIZED WITH THE ESTABLISHMENT OF PERMANENT VEGETATION.
5. DUST ON SITE SHALL BE MINIMIZED BY SPRAYING WATER ON DRY AREAS OF THE SITE. THE USE OF OILS AND OTHER
PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION IS STRICTLY PROHIBITED.
6. IF THE MAJORITY OF MUD OR DIRT IS NOT REMOVED FROM CONSTRUCTION TRAFFIC BY CONSTRUCTION ENTRANCES,
CONTRACTOR SHALL CONSTRUCT VEHICLE WASH AREAS AT CONSTRUCTION TRAFFIC EXIT POINTS. MUD AND DIRT SHALL BE
INTERCEPTED AND TRAPPED BEFORE WASH WATER IS ALLOWED TO BE DISCHARGED OFFSITE. RINSE -OFF WILL NOT BE
ALLOWED OUTSIDE THE PROJECT CONSTRUCTION LIMITS.
7. SEDIMENT SHALL BE REMOVED FROM BEHIND THE SILT FENCE WHEN IT REACHES 1-FOOT DEEP.
B. MAXIMUM GRADED SLOPE SHALL NOT EXCEED 3:1.
9. NO CONCRETE OR CEMENT SLURRY SHALL BE DISCHARGED FROM THE SITE. ANY HARDENED CONCRETE RESIDUE WILL BE
DISPOSED OF, OR RECYCLED OFF SITE, IN ACCORDANCE WITH LOCAL AND STATE SOLID WASTE REGULATIONS.
10. ALL SWALES, DITCHES, PERIMETER SLOPES AND ALL SLOPES STEEPER THAN 3 HORIZONTAL TO 1 VERTICAL (3:1) SHALL BE
PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT
PER THE STABILIZATION TIMEFRAMES DETAILED IN THESE PLANS. (REFER TO DETAIL EC-3.1). REFER TO EROSION CONTROL
DETAILS FOR ADDITIONAL REQUIREMENTS.
11. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A PERMIT FOR ANY BORROW AND/OR SPOIL AREAS OR DISTURBED
AREAS NOT SHOWN ON THESE PLANS. THIS SHALL INCLUDE ALL COST ASSOCIATED WITH OBTAINING PERMIT.
12. CONTRACTOR SHALL FOLLOW EROSION CONTROL CONSTRUCTION SEQUENCE UNLESS GIVEN WRITTEN APPROVAL FROM
ENGINEER FOR VARIANCE.
13. LIMITS OF DISTURBANCE SHALL BE PHASED THROUGHOUT THE PROJECT SITE. DISTURBANCE TIMEFRAMES FOR TEMPORARY
STREAM AND WETLAND CROSSINGS ARE TO BE MINIMIZED. CONTRACTOR TO COORDINATE THE DISTURBANCE LENGTH WITH
THE CITY OF DURHAM AND NCDEQ.
14. IF RIP -RAP IS NOT REQUIRED AND STRAW WITH TACK LINER IS TO BE USED, WATER COURSE SHALL BE SEEDED PER SIDE
DITCH SEEDING SCHEDULE DETAIL USING SEEDBED PREPARATION SCHEDULE DETAIL.
15. TOTAL DISTURBED AREA IS 11.47 ACRES.
16. WOODMAT SHALL HAVE SIDE PANELS TO PREVENT MATERIAL FROM FALLING OFF THE SIDES AND INTO THE
WETLAND/STREAM.
17.IN SOME CASES A WATER BAR ABOVE STREAM CROSSING MAY BE NEEDED TO PREVENT RUNOFF ON THE CONSTRUCTION
ENTRANCE FLOWING DOWN TO THE STREAM.
18. ALL WORK WITHIN BUFFERS AND WETLANDS SHALL BE STABILIZED AT THE END OF EACH WORK DAY (COVER STOCKPILES
WITH MATTING/TARPS, SEED/MULCH, ETC)
19. COMPOST SOCK MAY BE SUBSTITUTED FOR SILT FENCE OUTLET GRAVEL, SLOPE BREAKS, CHECK DAMS AND INLET
PROTECTION. THE COMPOST SOCK MUST BE INSTALLED PER MANUFACTURER SPECIFICATIONS. THEY MUST BE SIZED TO
PREVENT OVERTOPPING. FOR SILT FENCE OUTLETS, THE INSTALLED HEIGHT CAN BE NO LESS THAN 16 INCHES. WATTLES,
COIR LOGS, FILTER LOGS, ETC. ARE NOT ACCEPTABLE FOR THESE USES.
20. UTILIZE SILT FENCE J-HOOKS AT SILT FENCE OUTLET LOCATIONS IN WHICH THE RUNOFF FLOW DIRECTION IS PARALLEL TO
THE OUTLET. THIS WILL HELP PREVENT OUTLET BYPASS AND REDUCE RUNOFF ALONG THE SILT FENCE.
21. PLACE A LAYER OF SAND, SCREENINGS OR FINES ON PAVED SURFACES PRIOR TO DEPOSITION OF EXCAVATED MATERIALS.
THESE AREAS ARE TO BE WITHIN THE PERMITTED LIMITS OF DISTURBANCE.
EC-071 PERMANENT SEEDING SCHEDULE
RECOMMENDATIONS FOR LATE WINTER AND EARLY SPRING
SEEDING MIXTURE:
SPECIES: RATE (lb/acre):
TALL FESCUE 300
KOBE LESPEDEZA 40
NURSE PLANTS:
BETWEEN MAY 1 AND AUG. 15, ADD 10 lb/acre GERMAN MILLET OR 15 lb/acre SUDANGRASS.
PRIOR TO MAY 1 OR AFTER AUG. 15, ADD 40 Ib/ac RYE (GRAIN)
SEEDING DATES:
BEST: POSSIBLE:
FALL AUG. 15 - SEPT. 15 AUG. 20 - OCT. 25
LATE WINTER: FEB. 15 - MAR. 21 FEB. 1 - APR. 15.
FALL IS BEST FOR TALL FESCUE AND LATER WINTER FOR LESPEDEZAS. OVERSEEDING OF DOBE
LESPEDEZA OVER.
FALL -SEEDED TALL FESCUE IS VERY EFFECTIVE.
SOIL AMENDMENTS:
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 lb/acre GROUND AGRICULTURAL
LIMESTONE AND 750 lb/acre 10-10-10 FERTILIZER
MULCH:
APPLY 4.000 lb/acre STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT (min. 400 gal/acre),
NETTING OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE
USED AS A MULCH ANCHORING TOOL.
MAINTENANCE:
REFERTILIZE IN THE SECOND YEAR UNLESS GROWTH IS FULLY ADEQUATE. MAY BE MOWED ONCE
OR TWICE A YEAR, BUT MOWING IS NOT NECESSARY. RESEED, FERTILIZE AND MULCH DAMAGED
AREAS IMMEDIATELY.
RECOMMENDATIONS FOR GRASS -LINED CHANNELS
SEEDING MIXTURE:
SPECIES RATE (lb/acre)
TALL FESCUE 300
NURSE PLANTS:
BETWEEN MAY 1 AND AUG. 15, ADD 10 lb/acre SUDANGRASS OR 15 lb/acre GERMAN MILLET.
PRIOR TO MAY 1 OR AFTER AUG. 15, ADD 40 Ib/ac RYE (GRAIN)
SEEDING DATES:
BEST: AUG. 25 - OCT.
POSSIBLE: FEB. - APR. 15
AVOID SEEDING FROM NOV. TO JAN. IF SEEDING MUST BE DONE AT THIS TIME, ADD 40 lb/acre
RYE GRAIN AND USE A CHANNEL LINING THAT OFFERS MAXIMUM PROTECTION
SOIL AMENDMENTS:
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 4,000 lb/acre GROUND AGRICULTURAL
LIMESTONE AND 1,000 lb/acre 10-10-10 FERTILIZER
MULCH:
USE ROLLED EROSION CONTROL PRODUCT TO COVER THE BOTTOM OF THE CHANNELS AND
DITCHES, AND STAPLE SECURELY. THE LINING SHOULD EXTEND TO THE TOP OF BANK. ON
CHANNEL SIDE SLOPES ABOVE THIS HEIGHT, AND IN DRAINAGES NOT REQUIRING TEMPORARY
LININGS, APPLY 4,000 lb/acre GRAIN STRAW, AND ANCHOR STRAW BY STAPLING NETTING OVER
THE TOP.
MULCH AND ANCHORING MATERIALS MUST NOT BE ALLOWED TO WASH DOWN SLOPES WHERE THEY
CAN CLOG DRAINAGE DEVICES.
MAINTENANCE:
INSPECT AND REPAIR MULCH FREQUENTLY. REFERTILIZE IN LATE WINTER OF THE FOLLOWING YEAR;
USE SOIL TESTS OR APPLY 150 lb/acre 10-10-10. MOW REGULARLY TO A HEIGHT OF 2-4
INCHES.
v 1Vi MM&CREED
Venture IV Building, Suite 500
1730 Varsity Drive
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
NC License# F-1222
www.mckimcreed.com
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE SOIL CONDITIONS, WHERE REQUIRED.
2. RIP THE ENTIRE AREA TO 6 INCHES DEPTH.
3. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM.
4. APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE UNIFORMLY AND MIX WITH SOIL (SEE EC-4).
5. CONTINUE TILLAGE UNTIL A WELL - PULVERIZED, FIRM, REASONABLY UNIFORM SEEDBED IS PREPARED 4 TO 6 INCHES DEEP.
6. SEE EC-4 FOR PERMANENT SEEDING SCHEDULE.
7. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING.
B. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
9. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN THE PLANTING SEASON, IF POSSIBLE. IF STAND SHOULD BE OVER 60%
DAMAGED REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER AND SEEDING RATES.
10. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED.
EC-041 SOIL STOCKPILE MAINTENANCE REQUIREMENTS
N.T.S.
1. EXCAVATED MATERIAL FROM TRENCHES ARE TO BE PLACED ON THE UPSTREAM SIDE OF THE TRENCH. NO ADDITIONAL "STOCKPILE" AREAS ARE TO BE
UTILIZED OUTSIDE OF THE EXISTING LIMITS OF DISTURBANCE.
2. SEEDING OR COVERING OF STOCKPILES WITH TARPS OR MULCH IS REQUIRED AND WILL REDUCE EROSION PROBLEMS. TARPS SHOULD BE KEYED IN AT THE
TOP OF THE SLOPE TO KEEP WATER FROM RUNNING UNDER THE PLASTIC.
3. THE APPROVED PLAN SHALL PROVIDE FOR THE USE OF STAGED SEEDING AND MULCHING ON A CONTINUAL BASIS WHILE THE STOCKPILE(S) ARE IN USE.
4. STOCKPILE HEIGHT SHALL NOT EXCEED 10 FEE TALL.
5, STOCKPILE SLOPES SHALL BE 2:1 OR FLATTER.
EC-051 ZONE 1 RIPARIAN BUFFER RESTORATION NOTES
N.T.S.
WITHIN AREAS THAT WILL BE TEMPORARILY DISTURBED, THE APPLICANT WILL BE RESPONSIBLE FOR FULFILLING THE FOLLOWING REQUIREMENTS:
1. TWO DIFFERENT NATIVE TREE, SHRUB, OR FOREST SPECIES SHALL BE PLANTED IN ALL TEMPORARILY DISTURBED ZONE 1 RIPARIAN BUFFER AREAS AT A
DENSITY TO PROVIDE 260 TREES PER ACRE AT MATURITY.
2. TREE PLANTING DENSITY SHALL BE APPROXIMATELY 436 (10 X 10 TREE SPACING) TO 681 (8 X 8 TREE SPACING) TREES PER ACRE.
3. ESTIMATED CONSTRUCTION START DATE IS JUNE 2020 AND ESTIMATED CONSTRUCTION COMPLETION DATE IS MARCH 2O22. RESTORATION OF TREES,
SHRUBS, AND FOREST SHALL BE COMPLETED BY THE FIRST SUBSEQUENT PLANTING SEASON, BETWEEN NOVEMBER 1ST AND MARCH 30TH.
4. A ONE-TIME FERTILIZATION OF TREES WILL OCCUR, SHOULD FERTILIZATION BE NECESSARY BASED ON GROWTH.
5. A VISUAL MONITORING REPORT OF THE RESTORED AREAS IS REQUIRED AT A MINIMUM OF QUARTERLY FOR THE FIRST YEAR AND THEN ANNUALLY UNTIL THE
SITE IS STABLE AND VEGETATION IS SUCCESSFUL. VEGETATION SUCCESS IS DEFINED AS A TREE DENSITY SUFFICIENT TO PROVIDE 260 TREES PER ACRE AT
MATURITY.
N.T.S.
RECOMENDATIONS FOR RIPARIAN BUFFERS AND WETLANDS
SEEDING MIXTURE:
RECOMMENDED APPLICATION RATE: 20-25 LBS. PER ACRE
SPECIES
COMMON NAME
PERCENT
LYMUS VIRGINICUS
RGINIA WILD RYE
15
ANICUM VIRGATUM
WITCHGRASS
15
GROSTIS STOLONIFERA
EEPING BENTGRASS
10
UDBECKIA HIRTA
ACK-EYED SUSAN
1111111WNED
10
OREOPSIS LANCEOLATA
REOPSIS
10
ANICUM CLANDESTINUM
ER TONGUE
10
NDROPOGON GERARDI
G BLUESTEM
5
UNCUS EFUSUS
FT RUSH
5
CHINOCHLOA MURICATA
BARNYARD GRASS
5
CHIZACHYRIUM SCOPARIUM
ITTLE BLUESTEM
5
ORGHASTRUM NUTANS
NDIAN GRASS
5
[FRIPSACUM DACTYLOIDES
AMMA
5
AS SPECIFIED BY MELLOW MARSH IN SILER CITY OR APPROVED EQUAL.
SEEDING DATES:
BEST: MAR. 1 - MAY 1
POSSIBLE: OCT. - FEB.
NO SEEDING FROM JUNE TO SEPTEMBER.
SOIL AMENDMENTS:
CONTRACTOR TO WORK COMPOST INTO THE SOILS SURFACE AT A MINIMUM OF 2 INCHES.
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 1,500 lb/acre GROUND AGRICULTURAL LIMESTONE.
MAINTENANCE:
INSPECT AND REPAIR MULCH FREQUENTLY. MOWING IN AUGUST - SEPTEMBER ONLY TO HELP DISPERSE SEEDS.
VOTES:
I. SEE NCDENR'S EROSION AND SEDIMENT CONTROL PLANNING DESIGN
MANUAL SECTION 6.11 FOR ADDITIONAL PERMANENT SEEDING OPTIONS.
2. IF CRIMPING IS TO BE USED, INSTALL 1/2 OF THE MULCH, THEN
CRIMP, AND INSTALL THE OTHER 1/2 OF MULCH ON TOP.
JOHNSTON
COUNTY
DEPARTMENT
OF UTILITIES
JOHNSTON COUNTY 385 WEST
TRANSMISSION IMPROVEMENTS
DETAILS
EROSION AND SEDIMENT CONTROL
DETAILS
PROD. START DATE:
2019.NOV
MICE PROD. #
00358-0141
DRAWN
DWH
DESIGNED
WOH
CHECKED
AJP
PROJ. MGR.
AJP
SCALE
HORIZONTAL:
1"=40'
VERTICAL:
1 "=4'
11116
DRAWING NUMBER
D
STATUS: ISSUED FOR PERMITTING
NOT FOR CONSTRUCTION
I:\00358\0141\WATER\80-DRAWINGS\DETAILS\CD.01-003580141-J000385-DETAILS.DWG 03/27/2020 14:18:11 DAVID HAMMOND

8' MAX.
VARIABLE AS DIRECTED BY THE ENGINEER
8' MAX.
VARIABLE AS DIRECTED BY THE ENGINEER
PLASTIC OR
IT I WIRE TIES
Ili!i!;i!i!i!i :
PLASTIC OR
WIRE TIES
MIN. 12-Y2 GA.
INTERMEDIATE
WIRES
FRONT VIEW
it
CONSTRUCTION SPECIFICATIONS: * FOR REPAIR OF SILT FENCE
1. USE SILT FENCE ONLY WHEN DRAINAGE AREA DOES NOT FAILURES, USE No. 57
EXCEED 1/4 ACRE AND NEVER IN AREAS OF WASHED STONE.
CONCENTRATED FLOW
2. USE A SYNTHETIC FILTER FABRIC OF AT LEAST 95% BY
WEIGHT OF POLYOLEFINS OR POLYESTER, WHICH IS STEEL POST
CERTIFIED BY THE MANUFACTURER OR SUPPLIER AS
CONFORMING TO THE REQUIREMENTS IN ASTM D 6461, WOVEN WIRE FABRIC
WHICH IS SHOWN IN PART IN TABLE 6.62B OF THE
EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN SILT FENCE FABRIC
MANUAL.
3. SYNTHETIC FILTER FABRIC SHOULD CONTAIN ULTRAVIOLET
RAY INHIBITORS AND STABILIZERS TO PROVIDE A MINIMUM FILL SLOPE
OF 6 MONTHS OF EXPECTED USABLE CONSTRUCTION LIFE
AT A TEMPERATURE RANGE OF 0 TO 120' F.
4. ENSURE THAT POSTS FOR SEDIMENT FENCES ARE 1.25 w
LB/LINEAR FT MINIMUM STEEL WITH A MINIMUM LENGTH OF
5 FEET. MAKE SURE THAT STEEL POSTS HAVE
PROJECTIONS TO FACILITATE FASTENING THE FABRIC. r-AND
GRADE
5.FOR REINFORCEMENT OF STANDARD STRENGTH FILTERFABRIC, USE WIRE FENCE WITH A MINIMUM 14 GAUGE ANDA MAXIMUM MESH SPACING OF 6 INCHES. 8" MINIMUM COVER
MAINTENANCE OVER SKIRT
1. INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND `� TO BE TRENCHED IN, AT
AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRSM, 8-INCHES VERTICALLY
IMMEDIATELY. -INCHES HORIZONTALLY.
2. SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE,
TEAR, DECOMPOSE OR BECOME INEFFECTIVE, REPLACE IT
PROMPTLY. SIDE VIEW
3. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE
ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO
REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID
UNDERMINING THE FENCE DURING CLEANOUT.
4. REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT
DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE
IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN
PROPERLY STABILIZED.
EC-081 TEMPORARY SILT FENCE
TOP OF SILT
FENCE MUST BE
AT LEAST 1'
ABOVE THE TOP
OF THE WASHED
STONE.
FRONT VIEW
4' MIN _ I r-SILT FENCE
8' MAX. TREE PROTECTION AREA
VARIABLE AS DIRECTED BY THE ENGINEER
PLASTIC OR "DOER
WIRE TIES MIN. 12-1/2 GA.
MIN. 10 GA. INTERMEDIATE
LINE W RESOND WIRES
TREE PROTECTION AREA GRADE
DO NOT ENTER
MIN. 12-1/2 GA.
MIN. 10 GA. INTERMEDIATE
LINE WIRES WIRES - - -
GRADE
FRONT VIEW j
ORANGE, UV RESISTANT * FOR REPAIR OF SILT FENCE
HIGH - TENSILE STRENGTH FAILURES, USE No. 57
POLY BARRICADE FABRIC WASHED STONE.
(TYPICAL) STEEL POST
FRONT VIEW WOVEN WIRE FABRIC
NOTES' SILT FENCE FABRIC
1. WARNING SIGNS TO BE MADE OF DURABLE, WEATHERPROOF
STEEL POST MATERIAL.
WOVEN WIRE FABRIC 2. LETTERS TO BE 3" HIGH MINIMUM, CLEARLY LEGIBLE AND
SPACED AS DETAILED. M FILL SLOPE
ORANGEUV RESISTANT 3. SIGNS SHALL BE PLACED AT 50' MAXIMUM INTERVALS.
, 3
HIGH TENSILE STRENGTH
4. PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION N
m
-
FOR TREE PROTECTION ONLY1 POLY BARRICADE FABRIC AND 50' ON CENTER THEREAFTER.
5. FOR TREE PROTECTION AREAS LESS THAN 200'IN PERIMETER,
NO
1. WARNING SIGNS TO BE MADE OF DURABLE,
WEATHERPROOF MATERIAL.
2. LETTERS TO BE 3" HIGH MINIMUM, CLEARLY LEGIBLE AND
SPACED AS DETAILED.
3, SIGNS SHALL BE PLACED AT 50' MAXIMUM INTERVALS.
4. PLACE A SIGN AT EACH END OF LINEAR TREE
PROTECTION AND 50' ON CENTER THEREAFTER.
5. FOR TREE PROTECTION AREAS LESS THAN 200'IN
PERIMETER, PROVIDE NO LESS THAN ONE SIGN PER
PROTECTION AREA.
6. ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC.
7. MAINTAIN TREE PROTECTION FENCE THROUGHOUT
DURATION OF PROJECT.
z
uT
SKIRT TO BE TRENCHED IN, AT IN LIEU OF BURYING SKIRT, 6"
MINIMUM, 8-INCHES VERTICALLY OF #5 WASHED STONE MAYBE
USED OVER TURNDOWN.
AND 4-INCHES HORIZONTALLY.
GENERAL NOTES: CONSTRUCTION SPECIFICATIONS:
1. WIRE FENCING SHALL BE A MINIMUM OF 60" IN WIDTH AND 1. USE A SYNTHETIC FILTER FABRIC OF AT
SHALL BE STEEL CHAIN LINK FENCING, MIN #10 GAUGE. LEAST 95% BY WEIGHT OF POLYOLEFINS OR
2. WOVEN FILTER FABRIC BE USED WHERE SILT FENCE IS TO POLYESTER, WHICH IS CERTIFIED BY THE
REMAIN FOR A PERIOD OF MORE THAN 30 DAYS MANUFACTURER OR SUPPLIER AS
(TYPICAL) , CONFORMING TO THE REQUIREMENTS IN
4� PROVIDE NO LESS THAN ONE SIGN PER PROTECTION AREA. M GRADE 3• STEEL POSTS SHALL BE MIN 7' LONG. POSTS SHALL BE OF ASTM D 6461, WHICH IS SHOWN IN PART IN
o FILL SLOPE 6. ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC. ADEQUATE SIZE AND THICKNESS TO SUPPORT SPECIFIED WIRE TABLE 6.62B OF THE EROSION AND
iD 3 7. MAINTAIN TREE PROTECTION FENCE THROUGHOUT DURATION OF - - FENCING AND FILTER FABRIC.
a z PROJECT. - SEDIMENT CONTROL PLANNING AND DESIGN
8. FOR CONDITIONS WHERE PRACTICE APPLIES; PLANNING 8" MINIMUM COVER 4. TURN SILT FENCE UP SLOPE AT ENDS. MANUAL.
CONSIDERATIONS ( HOWEVER FLOW SHALL NOT RUN PARALLEL OVER SKIRT * 5. ORANGE SAFETY FENCE IS REQUIRED AT BACK OF SILT FENCE
SKIRT TO BE TRENCHED IN, AT (WITHIN 5 FT.) WHEN GRADING IS ADJACENT TO SWIM BUFFERS OR SYNTHETIC FILTER FABRIC SHOULD CONTAIN
n - GRADE WITH THE FENCE) AND DESIGN CRITERIA. _ - MINIMUM, 8-INCHES VERTICALL WETLANDS (REFER TO SWIM BUFFER GUIDELINES). ULTRAVIOLET RAY INHIBITORS AND
9. END OF SILT FENCE NEEDS TO BE TURNED UPHILL. 6. WHEN SILT FENCE IS PLACED IN DUPLICATE AT STREAM AND STABILIZERS TO PROVIDE A MINIMUM OF 6
10. SEE N.C. STATE DENR PRACTICE & SPECIFICATION - - AND 4-INCHES HORIZONTALLY. WETLAND CROSSINGS, THE FENCING SHALL BE SPACED A MINIMUM MONTHS OF EXPECTED USABLE
SEDIMENTS FENCE SECTION. FOR CONDITIONS WHERE PRACTICE APPLIES; PLANNING CONSIDERATIONS. OF 3' APART. CONSTRUCTION LIFE AT A TEMPERATURE
11. SEE N.C. STATE DENR PRACTICE &SPECIFICATION SIDE VIEW RANGE OF 0 TO 120' F.
SEDIMENTS FENCE SECTION. (HOWEVER FLOW SHALL NOT RUN MAINTENANCE NOTES:
PARALLEL WITH THE FENCE) 40" 1. FILTER BARRIERS SHALL BE INSPECTED AFTER EACH RAINFALL AND
AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REPAIRS
_ NEEDED SHALL BE MADE IMMEDIATELY.
SIDE VIEW 2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR
-T-�n---� TREE PROTECTION AREA _ TO THE END OF THE EXPECTED USABLE LIFE AND THE BARRIER
T n DO NOT ENTER - STILL IS NECESSARY, THE FABRIC SHALL BE REPLACED PROMPTLY.
_ 40" __II 3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN THE DEPOSITS
1 -
I REACH 1-FOOT IN HEIGHT OF THE BARRIER. ANY SEDIMENT
- DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE IS
WARNING SIGN DETAIL
TREE PROTECTION AREA REMOVED SHALL BE DRESSED TO CONFORM TO THE EXISTING
J oD MAINTENANCE: GRADE, PREPARED AND SEEDED.
DO NOT ENTER 1. INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS
a IMMEDIATELY.
2. SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTIVE, REPLACE IT
WARNING SIGN DETAIL PROMPTLY.
N.T.S. I I EC-091 TEMPORARY TREE PROTECTION FENCE
SKIRT TO BE TRENCHED IN, AT
MINIMUM, 8-INCHES VERTICALLY
STEEL POST
SET MAX II AND 4-INCHES HORIZONTALLY.
APART MIN 2'
INTO SOLID
GROUND
TEMPORARY SILT FENCE FOR
HIGH HAZARD AREAS.
REFER TO DETAIL EC-X. TEMPORARY SILT FENCE FOR
SLOPE
BORING PIT
SLOPE
ass ass-
SPOIL PILE
(EITHER OR BOTH SIDES)
HIGH HAZARD AREAS.
REFER TO DETAIL EC-X.
ass
N PIT
T
M
SSF
SILT FENCE FOR SILT FENCE FOR HIGH
HIGH HAZARD AREAS HAZARD AREAS
IBORING PIT I I RECEIVING I
PIT
STEEL POST
- - - - -
WOVEN WIRE FABRIC
NO7E
1.
CONTRACTOR TO PROVIDE SEDIMENT PITS AS NECESSARY. ALL PITS SHALL BE PROTECTED AS
HARDWARE CLOTH
WELL AGAINST SEDIMENTATION RUNOFF.
2.
ALL SPOIL PILES TO BE PLACED WITHIN SILT FENCE AREA.
FILTER OF
SECTION VIEW
3.
CHECK DAMS REQUIRED IN DOWNSTREAM DITCHES AT ALL CONSTRUCTION ENTRANCES.
#57
WASHED STONE
?
CONSTRUCTION
SPECIFICATIONS:
\\
3' FILTER FABRIC APRON
1.
USE A SYNTHETIC FILTER FABRIC OF AT LEAST 95% BY WEIGHT OF POLYOLEFINS OR POLYESTER,
ON GROUND
WHICH IS CERTIFIED BY THE MANUFACTURER OR SUPPLIER AS CONFORMING TO THE
2;T
REQUIREMENTS IN ASTM D 6461, WHICH IS SHOWN IN PART IN TABLE 6.62E OF THE EROSION
AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
SYNTHETIC FILTER FABRIC SHOULD CONTAIN ULTRAVIOLET RAY INHIBITORS AND STABILIZERS TO
PROVIDE A MINIMUM OF 6 MONTHS OF EXPECTED USABLE CONSTRUCTION LIFE AT A
TEMPERATURE RANGE OF 0 TO 120' F.
`SKIRT TO BE TRENCHED IN, AT
BE
LI
2.ENSURE
THAT POSTS FOR SEDIMENT FENCES ARE 1.25 LB/LINEAR FT MINIMUM STEEL WITH A
BURY WIRE FENCE AND 4"
MINIMUM, VERTICALLY
MINIMUM LENGTH OF 5 FEET. MAKE SURE THAT STEEL POSTS HAVE PROJECTIONS TO FACILITATE
HARDWARE CLOTH
AND 4-INCHES HORIZONTALLY.
FASTENING THE FABRIC.
3.
FOR REINFORCEMENT OF STANDARD STRENGTH FILTER FABRIC, USE WIRE FENCE WITH A MINIMUM
14 GAUGE AND A MAXIMUM MESH SPACING OF 6 INCHES.
MAINTENANCE
1.
INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY
REQUIRED REPAIRS IMMEDIATELY.
MAINTENANCE:
2.
SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME
1. REMOVE SEDIMENT WHEN HALF OF
INEFFECTIVE, REPLACE IT PROMPTLY.
STONE OUTLET IS COVERED.
3.
REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE
2.REPLACE STONE AS NEEDED TO ENSURE
NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING THE
DEWATERING.
FENCE DURING CLEANOUT.
4.
REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO
GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY
STABILIZED.
�EC-12I SILT FENCE OUTLET
REV.NO.
DESCRIPTION
DATE
D
ISSUED FOR PERMITTING- NOT FOR CONSTRUCTION
03/27120
C
90%DESIGN - NOT FOR CONSTRUCTION
03/13/20
S
60%DESIGN - NOT FOR CONSTRUCTION
OV07120
A
30%DESIGN - NOT FOR CONSTRUCTION
11NSN9
REVISIONS
3. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND
TO REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT.
4. REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE AND
STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.
N.T.S. EC-1 01 TEMP. COMBO SILT/ TREE PROTECTION FENCE N.T.s. EC-1 11 TEMPORARY SUPER SILT FENCE N.T.S.
R
CROSS SECTION
:LOTH
PAVEMENT OR -
IMPERVIOUS
OR #57 SURFACE
WASHED
STONE
I aI_\"q\YII �U�l
NOTE$
1. UNIFORMLY GRADE A SHALLOW DEPRESSION APPROACHING THE INLET.
2. DRIVE 5-FOOT STEEL POSTS 2 FEET INTO THE GROUND SURROUNDING THE INLET. SPACE POSTS EVENLY AROUND
THE PERIMETER OF THE INLET, A MAXIMUM OF 4 FEET APART.
3. SURROUND THE POSTS WITH WIRE MESH HARDWARE CLOTH. SECURE THE WIRE MESH TO THE STEEL POSTS AT THE
TOP, MIDDLE, AND BOTTOM. PLACING A 2-FOOT FLAP OF THE WIRE MESH UNDER THE GRAVEL FOR ANCHORING IS
RECOMMENDED.
4. PLACE CLEAN GRAVEL (NC DOT #5 OR #57 STONE) ON A 2:1 SLOPE WITH A HEIGHT OF 16 INCHES AROUND THE
WIRE, AND SMOOTH TO AN EVEN GRADE.
5. ONCE THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE ACCUMULATED SEDIMENT, AND ESTABLISH
FINAL GRADING ELEVATIONS.
6. COMPACT THE AREA PROPERLY AND STABILIZED IT WITH GROUNDCOVER.
CONSTRUCTION SPECIFICATIONS:
1. UNIFORMLY GRADE A SHALLOW DEPRESSION APPROACHING THE INLET.
2. DRIVE 5-FOOT STEEL POSTS 2 FEET INTO THE GROUND SURROUNDING THE INLET. SPACE POSTS EVENLY AROUND
THE PERIMETER OF THE INLET, A MAXIMUM OF 4 FEET APART.
3. SURROUND THE POSTS WITH WIRE MESH HARDWARE CLOTH. SECURE THE WIRE MESH TO THE STEEL POSTS AT THE
TOP, MIDDLE, AND BOTTOM. PLACING A 2-FOTT FLAP OF THE WIRE MESH UNDER THE GRAVEL FOR ANCHORING IS
RECOMMENDED.
4. PLACE CLEAN GRAVEL (NCDOT #5 OR #57 STONE) ON A 2:1 SLOPE WITH A HEIGHT OF 16 INCHES AROUND THE
WIRE, AND SMOOTH TO AN EVEN GRADE.
5. ONCE THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE ACCUMULATED SEDIMENT, AND ESTABLISH
FINAL GRADE ELEVATIONS.
6. COMPACT THE AREA PROPERLY AND STABILIZED IT WITH GROUNDCOVER.
MAINTENANCE,
1. INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (k INCH OR GREATER) RAINFALL EVENT. CLEAR
THE MESH WIRE OF ANY DEBRIS OR OTHER OBJECTS TO PROVIDE ADEQUATE FLOW FOR SUBSEQUENT RAINS. TAKE
CARE NOT TO DAMAGE OR UNDERCUT THE WIRE MESH DURING SEDIMENT REMOVAL. REPLACE STONE AS NEEDED.
CONCRETE BLOCKS
COMPOST SOCK OR SAND BAGS
/- SIZED AS NEEDED
CONCRETE BLOCKS
OR SAND BAGS
SIZED AS NEEDED AREA TO BE PROTECTED
AREA TO BE PROTECTED WATER FLOW COMPOST SOCK
WORK AREA
SECTION PLAN
NTS NTS
NOTE
1. USE A MINIMUM 8 INCH DIAMETER COMPOST SOCK.
2. INSTALL COMPOST SOCK SO FLOW WILL NOT WASH AROUND SOCK.
CONSTRUCTION SPECIFICATIONS:
1. COMPOST SOCKS SHOULD BE LOCATED AS SHOWN ON THE EROSION AND SEDIMENTATION CONTROL
PLAN.
2. PRIOR TO INSTALLATION, CLEAR ALL OBSTRUCTIONS INCLUDING ROCKS, CLODS, AND OTHER DEBRIS
GREATER THAN ONE INCHE THAT MAY INTERFERE WITH PROPER FUNCTION OF THE COMPOST SOCK.
3. FILL SOCK UNIFORMLY WITH COMPOST TO THE DESIRED LENGTH SUCH THAT LOGS DO NOT DEFORM.
4. HEAVY CONCRETE BLOCKS SHALL BE USED BEHIND THE SOCK TO HOLD IT IN PLACE DURING
RUNOFF EVENTS.
MAINTENANCE:
1. INSPECT COMPOST SOCKS WEEKLY AND AFTER EACH SIGNIFICANT RAINFALL (1/2 INCH OR
GREATER) REMOVE ACCUMULATED SEDIMENT AND ANY DEBRIS.
2. THE COMPOST SOCK MUST BE REPLACED IF CLOGGED OR TORN.
3. IF PONDING BECOMES EXCESSIVE, THE SOCK MAY NEED TO BE REPLACED WITH A LARGER
DIAMETER OR A DIFFERENCE MEASURE.
4. THE SOCK NEEDS TO BE REINSTALLED IF UNDERMINED OR DISLODGED.
5. THE COMPOST SOCK SHALL BE INSPECTED UNTIL LAND DISTURBANCE IS COMPLETE AND THE AREA
ABOVE THE MEASURE HAS BEEN PERMANENTLY STABILIZED.
N.T.s. �EC-13I SILT FENCE LAYOUT AT PIT LOCATIONS N.T.S. J lEC-14I CLOTH AND GRAVEL YARD INLET PROTECTION N.T.S. ) �EC-15I COMPOST SOCK
Venture IV Building, Suite 500
1730 Varsity Drive
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
NC License# F-1222
www.mckimcreed.com
COUNTY
DEPARTMENT
OF UTILITIES
JOHNSTON COUNTY 385 WEST
TRANSMISSION IMPROVEMENTS
DETAILS
EROSION AND SEDIMENT CONTROL
DETAILS
PROJ. START DATE:
2019.NOV
MCE PROJ. #
00358-0141
DRAWN
DWH
DESIGNED
WOH
CHECKED
AJP
PROD. MGR.
AJP
N.T.S.
SCALE
D7
HORIZONTAL:
1"=40-
DRAWING NUM
VERTICAL:
D
REVISION
STATUS: ISSUED FOR PERMITTING
NOT FOR CONSTRUCTION
I:\00358\0141\WATER\80-DRAWINGS\DETAILS\CD.01-003580141-J000385-DETAILS. DWG 03/27/2020 10:36:14 DAVID HAMMOND

STEEL FENCE POST UPSTREAM END
WEAVE STAPLES
OF STORM DRAIN 9" MIN OF 2E STAKES ON OF 4 STAKES ON CASING OF WATTLE WATTLE
TYPICAL NIMUM
- - -�
USE A MINIMUM THROUGH MESH
_ ° UPSLOPE SIDE
°8 7�-� J DOWNSLOPE SIDE
II I
�/ 9� ,� MATTING
.:.:.: II - FILTER CLOTH °
WASHED STONE
FILTER ACROSS - ii ii ii- - - - - - - - ----- STAPLES
II I, ,I 1.5' STAPLES
PIPE INLET III T 12" OF NCDOT #5 OR PROFILE VIEW DOWNSLOPE STAPLE INSTALLMENT SECTIONS
HARDWARE I #57 WASHED STONE FLOW 1j
CLOTH Ill UPSTREAM END
t0FSTIORM DRAIN OVERFLOW CLASS GRIP-RAPX�FaQ OQSTAKES
)5 PIPE DIAMETER t�(J < ��� � I� 1 FT 1 � jWATTLE ANGLE STAKES TO
A v<Z I I� 1 II I I IWEDGE WATTLE
.ONTO GROUND
j ( ) ( � E , FILTER CLOTH C�� o��og p �g N 0 PLAN VIEW
I JS ��� WASHED STONE GAD �6 �J ODMATTING
U U U a A A MIN. 2 STAKES MINIMUM 4
FILTER ACROSSa INLET 4' TO 6' _ ON UPSLOPE STAKES ON -
FRONT VIEW n DOWNSLOPEI,,,,_ CROSS SECTION VIEW ,T I I
STAKE INSTALLMENT CROSS SECTION
mm
ALL PARTIALLY COMPLETED STORM DRAINS,
UP TO 24 INCH PIPE SIZE, SHALL BE
PROTECTED AT THE END OF EACH DAY IN
ACCORDANCE WITH THESE DETAILS.
SECTION VIEW
ARDWARE CLOTH
L = THE DISTANCE SUCH THAT POINTS
A ANn R ARF OF FOIIAI FI FVATION
DESIGN CRITERIA NOTES
1, THE DRAIIJAGE AREA IS LIMITED TO ONE HALF ACRE. 1. PLACE STONE TO THE LINE AND DIMENSION SHOWN IN THE
2. KEEP A MAXIMUM HEIGHT OF 2 FEET AT THE CENTER OF PLAN ON A FILTER FABRIC FOUNDATION.
THE DAM. 2. KEEP THE CENTER STONE SECTION AT LEAST 9 INCHES
3, KEEP THE CENTER OF THE CHECK DAM AT LEAST 9 BELOW NATURAL GROUND LEVEL WHERE THE DAM ABUTS THE
INCHES LOWER THAN THE OUTER EDGES AT NATURAL CHANNEL BANK
EC-16
STONE FILTER PIPE INLET PROTECTION N.T.S.
GROUND ELEVATION, 3. EXTEND STONE AT LEAST 1.5 FEET BEYOND THE DITCH BAND:
4, KEEP THE SIDE SLOPES OF THE DAM AT 2:1 OR FLATTER TO KEEP WATER FROM CUTTING AROUND THE ENDS OF THE
ENSURE THAT THE MAXIMUM SPACING BETWEEN DAMS CHECK DAM.
PLACES THE TOE OF THE UPSTREAM DAM AT THE SAME 4. SET SPACING BETWEEN DAMS TO ASSURE THAT THE
ELEVATION AS THE TOP OF THE DOWNSTREAM DAM. ELEVATION AT THE TOP OF THE LOWER DAM IS THE SAME AS
12
S. STABILIZE OUTFLOW AREAS ALONG THE CHANNEL TO THE TOE ELEVATION OF THE UPPER DAM.
2"-5"
RESIST EROSION. 5. PROTECT THE CHANNEL AFTER THE LOWEST CHECK DAM
6. USE NCDOT CLASS B STONE AND LINE THE UPSTREAM SIDE FROM HEAVY FLOW THAT COULD CAUSE EROSION.
OF THE DAM WITH NCDOT #5 OR #57 STONE. 6. MAKE SURE THAT THE CHANNEL REACH ABOVE THE MO-_-
7. KEY THE STONE INTO THE DI -CH BANKS AND EXTEND IT UPSTREAM IS STABLE.
�O
BEYOND THE ABUTMENTS A MINIMUM OF 1.5 FEET TO 7. ENSURE THAT OTHER AREAS OF THE CHANNEL, SUCH i+
AVOID WASHOUT FROM OVERFLOW AROUND THE DAM. CULVERT ENTRANCES BELOW THE CHECK DAMS, ARE NC
�l 6
SUBJECT TO DAMAGE OR BLOCKAGE FROM DISPLACED
6"
Q
STONES,
'• + + '� '" �' '� �' �' '" '"
8. DO NOT USE CHECK DAM IN INTERMITTENT OR PERENNIA..
. . . . . . W W W W
STREAMS.
CONSTRUCTION SPECIFICATIONS:
1. EVEN IF PROPERLY DESIGNED, IF NOT PROPERLY INSTALLED, RECP'S WILL PROBABLY NOT FUNCTION AS DESIRED.
PROPER INSTALLATION IS IMPERATIVE. EVEN IF PROPERLY INSTALLED, IF NOT PROPERLY TIMED AND NOURISHED,
VEGETATION WILL PROBABLY NOT GROW AS DESIRED. PROPER SEED/VEGETATION SELECTION IS ALSO IMPERATIVE.
2. GRADE THE SURFACE OF INSTALLATION AREAS SO THAT THE GROUND IS SMOOTH AND LOOSE. WHEN SEEDING PRIOR
TO INSTALLATION, FOLLOWING THE STEPS FOR SEED BED PREPARATION, SOIL AMENDMENTS, AND SEEDING IN SURFACE
STABILIZATION, 6.1. ALL GULLIES, RILLS, AND ANY OTHER DISTURBED AREAS MUST BE FINE GRADED PRIOR TO
INSTALLATION. SPREAD SEED BEFORE RECP INSTALLATION. (IMPORTANT: REMOVE ALL LARGE ROCKS, DIRT CLODS,
STUMPS, ROOTS, GRASS CLUMPS, TRASH, AND OTHER OBSTRUCTIONS FROM THE SOIL SURFACE TO ALLOW FOR
DIRECT CONTACT BETWEEN SOIL SURFACE AND THE RECP.)
3. TERMINAL ANCHOR TRENCHES ARE REQUIRED AT RECP ENDS AND INTERMITTENT TRENCHES MUST BE CONSTRUCTED
ACROSS CHANNELS AT 25-FOOT INTERVALS. TERMINAL ANCHOR TRENCHES SHOULD BE A MINIMUM OF 12 INCHES IN
DEPTH AND 6 INCHES IN WIDTH, WHILE INTERMITTENT TRENCHES NEED BE ONLY 6 INCHES DEEP AND 6 INCHES WIDE.
4. INSTALLATION FOR SLOPES - PLACE THE RECPS 2-3 FEET OVER TOP OF THE SLOPE AND INTO AN EXCAVATED END
TRENCH MEASURING APPROXIMATELY 12 INCHES DEEP BY 6 INCHES WIDE. PIN THE RECP AT 1 FOOT INTERVALS
ALONG THE BOTTOM OF THE TRENCH, BACKFILL, AND COMPACT. UNROLL THE RECP DOWN (OR ALONG) THE SLOPE
MAINTAINING DIRECT CONTACT BETWEEN THE SOIL AND RECP. OVERLAP ADJACENT ROLLS A MINIMUM OF 3 INCHES.
PIN THE RECP TO THE GROUND USING STAPLES OR PINS IN A 3 FOOT CENTER -TO -CENTER PATTERN. LESS
FREQUENT STAPLING/PINNING IS ACCEPTABLE ON MODERATE SLOPES.
5. INSTALLATION IN CHANNELS - EXCAVATE TERMINAL TRENCHES (12 INCHES DEEP AND 6 INCHES WIDE) ACROSS THE
CHANNEL AT THE UPPER AND LOWER END OF THE UNED CHANNEL SECTIONS. AT 25-FOOT INTERVALS ALONG THE
CHANNEL, ANCHOR THE RECP ACROSS THE CHANNEL EITHER IN 6 INCH BY 6 INCH TRENCHES OR BY INSTALLING TWO
CLOSELY SPACED ROWS OF ANCHORS. EXCAVATE LONGITUDINAL TRENCHES 6 INCHES DEEP AND WIDE ALONG
IC TO BURY OUTSIDE RECP EDGES. PLACE THE FIRST RECP IN THE
CHANNEL EDGES ABOVE WATER LINE IN WHICH RY THE T
TERMINAL TRENCH AND PINE IT AT 1 FOOT INTERVALS ALONG THE BOTTOM OF THE TRENCH.
NOTE: THE RECP SHOULD BE PLACED UPSIDE DOWN IN THE TRENCH WITH THE ROLL ON THE DOWNSTREAM SIDE
OF THE BENCH.
6. ONCE PINNED AND BACKFILLED, THE RECP IS DEPLOYED BY WRAPPING OVER THE TOP OF THE TRENCH AND
UNROLLING UPSTREAM. IF THE CHANNEL IS WIDER THAN THE PROVIDED ROLLS, PLACE ENDS OF ADJACENT ROLLS IN
THE TERMINAL TRENCH, OVERLAPPING THE ADJACENT ROLLS A MINIMUM OF 3 INCHES. PIN AT 1 FOOT INTERVALS,
BACKFILL, AND COMPACT. UNROLL THE RECP IN THE UPSTREAM DIRECTION UNTIL REACHING THE FIRST INTERMITTENT
TRENCH. FOLD THE RECP BACK OVER ITSELF, POSITIONING THE ROLL ON THE DOWNSTREAM SIDE OF THE TRENCH,
AND ALLOWING THE MAT TO CONFORM TO THE TRENCH.
7. THEN PIN THE RECP (TWO LAYERS) TO THE BOTTOM OF THE TRENCH, BACKFILL, AND COMPACT. CONTINUE UP THE
CHANNEL (WRAPPING OVER THE TOP OF THE INTERMITTENT TRENCH) REPEATING THIS STEP AT OTHER INTERMITTENT
TRENCHES, UNTIL REACHING THE UPPER TERMINAL TRENCH.
8. AT THE UPPER TERMINAL TRENCH, ALLOW THE RECP TO CONFORM TO THE TRENCH, SECURE WITH PINES OR STAPLES,
BACKFILL, COMPACT AND THEN BRING THE MAT BACK OVER THE TOP OF THE TRENCH AND ONTO THE EXISTING MAT
(2 TO 3 FEET OVERLAP IN THE DOWNSTREAM DIRECTION), AND PIN AT 1 FOOT INTERVALS ACROSS THE RECP. WHEN
STARTING INSTALLATION OF A NEW ROLL, BEGIN IN A TRENCH OR SHINGLE -LAP ENDS OF ROLLS A MINIMUM OF 1
FOOT WITH UPSTREAM RECP ON TOP TO PREVENT UPLIFTING. PLACE THE OUTSIDE EDGES OF THE RECP(S) IN
LONGITUDINAL TRENCHES, PIN, BACKFILL, AND COMPACT.
9. ANCHORING DEVICES - 11 GAUGE, AT LEAST 6 INCHES LENGTH BY 1 INCH WIDTH STAPLES OR 12 INCH MINIMUM
LENGTH WOODEN STAKES ARE RECOMMENDED FOR ANCHORING THE RECP TO THE GROUND. IN LOOSE SOIL
CONDITIONS, THE USE OF STAPLE/STAKE LENGTHS GREATER THAN 6"/12" MAY BE NECESSARY TO PROPERLY SECURE
THE RECPS. WHEN USING THE DOT SYSTEM-, STAPLES/STAKES SHOULD BE PLACED THROUGH EACH OF THE
COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN.
10. DRIVE STAPLES OR PINS SO THAT THE TOP OF THE STAPLE OR PIN IS FLUSH WITH THE GROUND SURFACE. ANCHOR
EACH RECP EVERY 3 FEET ALONG ITS CENTER. LONGITUDINAL OVERLAPS MUST BE SUFFICIENT TO ACCOMMODATE A
ROW OF ANCHORS AND UNIFORM ALONG THE ENTIRE LENGTH OF OVERLAP AND ANCHORED EVERY 3 FEET ALONG THE
OVERLAP LENGTH. ROLL ENDS MAY BE SPLICED BY OVERLAPPING 1 FOOT (IN THE DIRECTION OF WATER FLOW), WITH
THE UPSTREAM/UPSLOPE MAT PLACED ON TOP OF THE DOWNSTREAM/DOWNSLOP RECP. THIS OVERLAP SHOULD BE
ANCHORED AT 1 FOOT SPACING ACROSS THE RECP. WHEN INSTALLING MULTIPLE WIDTH MATS HEAT SEAMED IN THE
FACTORY, ALL FACTORY SEAMS AND FIELD OVERLAPS SHOULD BE SIMILARLY ANCHORED.
MAINTENANCE
1. INSPECT ROLLED EROSION CONTROL PRODUCTS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH OR
GREATER) RAIN FALL EVENT REPAIR IMMEDIATELY.
2. GOOD CONTACT WITH THE GROUND MUST BE MAINTAINED, AND EROSION MUST NOT OCCUR BENEATH THE RECP.
3. ANY AREAS OF THE RECP THAT ARE DAMAGED OR NOT IN CLOSE CONTACT WITH THE GROUND SHALL BE REPAIRED
AND STAPLED.
4. IF EROSION OCCURS DUE TO POORLY CONTROLLED DRAINAGE, THE PROBLEM SHALL BE FIXED AND THE ERODED AREA
PROTECTED.
5. MONITOR AND REPAIR THE RECP AS NECESSARY UNTIL GROUND COVER IS ESTABLISHED.
6. STABILIZATION NOTE: STABILIZED GROUND COVER MUST BE ESTABLISHED WITHIN 7 DAYS IN AREAS WHERE SLOPES
ARE STEEPER THAN 3:1 (SEE NPDES STABILIZATION TIMEFRAME SHEET D3)
�EC-20I TEMPORARY SLOPE STABILIZATION
REV.NO.
DESCRIPTION
DATE
D
ISSUED FOR PERMITTING- NOT FOR CONSTRUCTION
03/27/20
C
90%DESIGN - NOT FOR CONSTRUCTION
03/13/20
B
60%DESIGN - NOT FOR CONSTRUCTION
021071M
A
30% DESIGN -NOT FOR CONSTRUCTION
11fl61119
REVISIONS
EC-171 STONE CHECK DAM N.T.S.
y
WOODMAT TEMPORARY
�l \ CROSSING REFER TO
y DETAIL EC-13
WETLANBOU DARYD �1 y
y y \ LIMITS OF DISTURBANCE
(TYR)
y
y
ssF
y HIGH HAZARD SILT FENCE
LO ��18" MIN (TYP.)
ssF
DOUBLE ROW OF
2sF
y
rE
HIGH HAZARD
0 o z
§ g
SILT FENCE
DOUBLE ROW OF HIGH
SILT FENCE
W F
REFER TO
HAZARD
<<
DETAIL EC-7)
(REFER TO DETAIL EC-7)
w
C)
m V)
o a 0
wo
10,
y
PROPOSED
y 10' ( PROPOSED SANITARY
)
o
y SEWER LINE
w
y y
y
SSF
V SS F SSF
y y y
LIMITS OF y `
DISTURBANCE y SILT FENCE OUTLET TO
(TYP) �v y y I BE PLACED ON THE
I V y DOWNSTREAM SIDE OF
CROSSING (TYP)
(REFER TO DETAIL
EC-8)
NOTES
1. THE TOP 12" OF SOIL REMOVED FROM THE DISTURBED WETLAND AREA SHALL BE STOCKPILED ADJACENT TO THE WORK
AREA AND REUSED FOR FINAL BACKFILL AT THE RESTORED GROUND SURFACE.
2. THE CONTRACTOR SHALL USE MATTING OR OTHER MEASURES NECESSARY FOR CROSSING WETLAND AREAS DURING
EXCAVATION INSTALLATION AND BACKFILL OF THE SANITARY SEWER.
3. WETLAND AREAS SHALL BE RESTORED TO THE PRE -CONSTRUCTION GROUND ELEVATIONS AND REPLANTED IN ACCORDANCE
WITH THE WETLAND SEEDING SCHEDULE, TECHNICAL SPECIFICATIONS AND THE APPROVED SECTION 404/401 NATIONWIDE
PERMIT.
CONSTRUCTION SPECIFICATIONS
1. KEEP CLEARING AND EXCAVATION OF THE WETLAND BED AND APPROACH SECTIONS TO A MINIMUM.
2. DIVERT ALL SURFACE WATER FROM THE CONSTRUCTION SITE ONTO UNDISTURBED AREAS ADJOINING THE WETLANDS.
3. KEEP WETLAND CROSSING AS PERPENDICULAR AS POSSIBLE TO THE FLOW.
4. STABILIZE ALL DISTURBED AREAS SUBJECT TO FLOWING WATER, INCLUDING PLANNED OVERFLOW AREAS, WITH RIPRAP OR
OTHER SUITABLE MEANS IF DESIGN VELOCITY EXCEEDS THE ALLOWABLE FOR THE IN -PLACE SOIL.
5. REMOVE TEMPORARY WETLAND CROSSINGS IMMEDIATELY WHEN THEY ARE NO LONGER NEEDED. RESTORE THE WETLAND BED
TO ITS ORIGINAL CROSS-SECTION, AND SMOOTH AND APPROPRIATELY STABILIZE ALL DISTURBED AREAS.
6. ANY IN -WETLAND SEDIMENT CONTROL MEASURES MUST BE REMOVED UPON STABILIZATION OF THE AREA.
MAINTENANI
1. INSPECT TEMPORARY WETLAND CROSSINGS AFTER RUNOFF -PRODUCING RAINS TO CHECK FOR BLOCKAGE IN CHANNEL,
EROSION OF ABUTMENTS, CHANNEL SCOUR, RIPRAP DISPLACEMENT, OR PIPING. MAKE ALL REPAIRS IMMEDIATELY TO
PREVENT FURTHER DAMAGE TO THE INSTALLATION.
IMPLEMENTATION SEQUENCE:
SEDIMENT CONTROL MEASURES, PUMP -AROUND PRACTICES FOR WETLAND CROSSINGS, AND ASSOCIATED CONSTRUCTION
SHALL BE COMPLETED IN THE FOLLOWING SEQUENCE (REFER TO DETAIL).
1. THE INTENT OF THIS CONSTRUCTION SEQUENCE IS TO PROVIDE THE CONTRACTOR WITH A GENERAL GUIDE FOR
CONSTRUCTION PURPOSES. THIS SEQUENCE IS NOT INTENDED TO OUTLINE ALL CONSTRUCTION ACTIVITIES ON THIS
PROJECT.
2. CONTRACTOR TO INSTALL HIGH HAZARD SILT FENCE AND SILT FENCE OUTLETS PER THE PLANS AND DETAILS.
3. CONTRACTOR IS TO MINIMIZE THE CLEARING AND EXCAVATION OF THE WETLAND BED, BANKS AND APPROACH SECTIONS
TO A MINIMUM.
4. ONCE THE INSTALLATION OF THE SEWER LINE HAS BEEN INSTALLED AT A WETLAND CROSSING, THE CONTRACTOR IS TO
RESTORE THE WETLAND BED TO ITS ORIGINAL CROSS-SECITON, AND SMOOTH AND APPROPRIATELY STABILIZE ALL
DISTURBED AREAS.
5. THE CONTRACTOR IS TO SEED THE WETLAND IN ACCORDANCE WITH THE DETAILS SHOWN IN THESE PLANS (EC-4) AND
THE PROJECT SPECIFICATIONS.
Im
V- DITCH SECTION VIEW
MIN. 2 STAKES MINIMUM 4
ON UPSLOPE� STAKES ON
DOWNSLOPE
WATTLE-/ \ v`WS4
- MATTING
MATTING
TRAPEZOIDAL DITCH SECTION VIEW ISOMETRIC VIEW
N
1. USE A MINIMUM 16 INCH DIAMETER EXCELSIOR WATTLE.
2. USE 24 INCH LONG WOODEN STAKES WITH A 2%2" NOMINAL CROSS SECTION.
3. INSTALL WATTLE(S) TO A HEIGHT ON SLOPE SO FLOW WILL NOT WASH AROUND WATTLE AND SCOUR SLOPES, OR AS
DIRECTED.
4. INSTALL A MINIMUM OF TWO UPSLOPE STAKES AND FOUR DOWNSLOPE STAKES AT AN ANGLE TO WEDGE WATTLE TO GROUND
AT BOTTOM.
5. PROVIDE STAPLES MADE OF 0.125 INCH DIAMETER STEEL WIRE FORMED INTO A U-SHAPE NOT LESS THAN 12 INCHES IN
LENGTH.
6. INSTALL STAPLES APPROXIMATELY EVERY 1 LINEAR FOOT ON BOTH SIDES OF WATTLE AND AT EACH END TO SECURE IT TO
THE SOIL.
7. AFTER INSTALLATION OF STAPLES, CHINK ANY GAPS BETWEEN WATTLE AND GROUND WITH MATTING.
CONSTRUC11ON SPECIFICATIONS:
1. MATERIALS USED IN THE COMPOSITE SOCK MUST MEET THE SPECIFICATIONS OUTLINED ABOVE AND IN PRACTICE 6.18,
COMPOST BLANKETS.
2. COMPOST SOCKS SHOULD BE LOCATED AS SHOWN ON THE EROSION AND SEDIMENTATION CONTROL PLAN.
3. PRIOR TO INSTALLATION, CLEAR ALL OBSTRUCTIONS INCLUDING ROCKS, CLODS, AND OTHER DEBRIS GREATER THAN ONE INCH
THAT MAY INTERFERE WITH PROPER FUNCTION OF COMPOST SOCK.
4. COMPOST SOCKS SHOULD BE INSTALLED PARALLEL TO THE TOE OF A GRADED SLOPE, A MINIMUM OF 10 BEYOND THE TOE OF
THE SLOPE. SOCKS LOCATED BELOW FLAT AREAS SHOULD BE LOCATED AT THE EDGE OF THE LAND -DISTURBANCE. THE ENDS
OF THE SOCKS SHOULD BE TURNED SLIGHTLY UP SLOPE TO PREVENT RUNOFF FROM GOING AROUND THE END OF THE SOCKS.
5. FILL SOCK NETTING UNIFORMLY WITH COMPOST TO THE DESIRED LENGTH SUCH THAT LOGS DO NOT DEFORM.
6. OAK OR OTHER DURABLE HARDWOOD STAKES 2" X 2" IN CROSS SECTION SHOULD BE DRIVEN VERTICALLY PLUMB, THROUGH
THE CENTER OF THE COMPOST SOCK. STAKES SHOULD BE PLACED AT A MAXIMUM INTERVAL OF 4 FEET, OR A MAXIMUM
INTERVAL OF 8 FEET IF THE SOCK IS PLACED IN A 4 INCH TRENCH. SEE FIGURE 6.66B. THE STAKES SHOULD BE DRIVEN TO
A MINIMUM DEPTH OF 12 INCHES, WITH A MINIMUM OF 3 INCHES PROTRUDING ABOVE THE COMPOST SOCK.
7. IN THE EVENT STAKING IS NOT POSSIBLE (I.E., WHEN SOCKS ARE USED ON PAVEMENT) HEAVY CONCRETE BLOCKS SHALL BE
USED BEHIND THE SOCK TO HOLD IT IN PLACE DURING RUNOFF EVENTS.
8. IF THE COMPOST SOCK IS TO BE LEFT AS PART OF THE NATURAL LANDSCAPE, IT MAY BE SEEDED AT TIME OF INSTALLATION
FOR ESTABLISHMENT OF PERMANENT VEGETATION USING THE SEEDING SPECIFICATION IN TEH EROSION AND SEDIMENTATION
CONTROL PLAN.
9. COMPOST SOCKS ARE NOT TO BE USED IN PERENNIAL OR INTERMITTENT STREAMS.
MAINTENANCE:
1. INSPECT COMPOST SOCKS WEEKLY AND AFTER EACH SIGNIFICANT RAINFALL EVEN (1/2 INCH OR GREATER). REMOVE
ACCUMULATED SEDIMENT AND ANY DEBRIS. THE COMPOST SOCK MUST BE REPLACED IF CLOGGED OR TORN. IF PONDING
BECOMES EXCESSIVE, THE SOCK MAY NEED TO BE REPLACED WITH A LARGER DIAMETER OR A DIFFERENT MEASURE. THE
SOCK NEEDS TO BE REINSTALLED IF UNDERMINED OR DISLODGED. THE COMPOST SOCK SHALL BE INSPECTED UNTIL LAND
DISTURBANCE IS COMPLETE AND THE AREA ABOVE THE MEASURE HAS BEEN PERMANENTLY STABILIZED.
EC-181 STRAW WATTLE N.T.S.
BRIDGEMAT SHALL
BE INSTALLED TO
HAVE A SOLID DECK
SUCH THAT THERE
IS NO SPACE
BETWEEN PLANKS
6" LIP -
MINIMUM
MINIMUM 6" 1
SURFACE FLOW
25-FT MINIMUM
U v
SILT FENCE
(TYPICAL)
c o a
0
A
0
v
°
0
.� ANCHOR BRIDGEMAT
i
I TO A TREE OR
OTHER PERMANENT
OBJECT WITH
SUFFICIENT
STRENGTH, USING
STEEL CHAIN OR
CABLE.
PERSPECTIVE VIEW
AGGREGATE APPROACHWAY
2"-3" SURGE STONE OR
RAILROAD BALLAST
1/4 SUPPORTED 1/4 SUPPORTED
STREAM
7r _
SIDE VIEW
STREAMBANK
SURFACE FLOW
DIVERSION
• - • • . 1 • . /��f:%4 t �'§<r%gip �'i,
<<'fi'�'%�i�, ei�%ei�� e'p��'%!%%.'%� P� i'•'�i��i!f'e%i �'�'i'e� � �oP �'��i
'!��i'i!:i'<?i'<?i'<ei'<?i'<?'y� <<�f a<i<?<i'r:•'i'r f'i'<`i'<.'i'<o'i'<<
-':'per'�r�'�?:<'e.•fe�%iC1•f,;�•f,;i''
f<i r�i,Upf'ri�, e<<f?<f$�rir$�riff�ip$!:
rUi f4i?�r$?pf:<<f4pf<pff�ri!m _
•• ll,�•'ffI''•• fI `'ff•I''•• fI'••I I•'�•ff<�'ffI �'ffI'�• l,, • • •
F. PRESS ENDS OF LINING 4 INCHES
INTO THE SOIL AROUND STRUCTURES
AND STAPLE SECURELY.
EC-191 TEMPORARY STRAW WITH NET LINER
INSTALLATION NOTES:
1. REFER TO "NORTH CAROLINA DIVISION OF
FOREST RESOURCES" LITERATURE
INSTALLATION MAINTENANCE GUIDELINES, &
"NORTH CAROLINA FORESTRY BMP
MANUAL-2006".
2. INSTALL WATER DIVERSION DEVICES (WATER
BARS, TURNOUTS, BROAD -BASED DIPS,
ETC.) ON BOTH SIDES OF THE MATS.
3. STABILIZE EXPOSED MINERAL SOIL WITH
TREE TOPS OR BRUSH DURING MAT
INSTALLATION, AND SEEDING/MULCH AFTER
MAT REMOVAL.
4. INSTALL MATS TO CREATE A MINIMUM TEN
FOOT BRIDGE WIDTH.
5. INCLUDE COARSE AGGREGATE ON THE
APPROACHWAY FOR A MINIMUM OF 25 FEET
AND SILT FENCE ALONG STREAMBANKS
ADJACENT TO CROSSING FOR A MINIMUM OF
25 FEET.
MAINTENANCE NOTES
1. KEEP MATS' SURFACE FREE OF MINERAL
SOIL AND DEBRIS THAT COULD ENTER
STREAM.
2. PERIODICALLY CHECK MAT HARDWARE;
RETIGHTEN NUTS & CABLE CLAMPS AS
NECESSARY TO MAINTAIN BRIDGE STRENGTH
AND INTEGRITY.
3. IMMEDIATELY REMOVE ANY DEBRIS WHICH
ENTERS THE STREAM AT THE CROSSING
LOCATION.
REMOVAL NOTES
1. CLEAN OFF BRIDGE SURFACE.
2. REMOVE MATS BY USING MAT CABLE LOOP
OR SKIDDER GRAPPLE.
3. PERMANENTLY STABILIZE DISTURBED
PORTIONS OF STREAMBANK AND APPROACH
ROADS WITH PERENNIAL GRASSES/MULCH
(OR WETLAND MIX WHEN APPLICABLE).
4. LEAVE APPROPRIATE WATER DIVERSION
STRUCTURES IN PLACE ON BOTH SIDES OF
STREAM.
5. RESTORE THE STREAM CHANNEL TO ITS
ORIGINAL CROSS-SECTION, AND SMOOTH
AND APPROPRIATELY STABILIZE ALL
DISTURBED AREAS.
N.T.s. �EC-211 TEMPORARY WETLAND CROSSING N.T.S. J EC-22 TIMBER MATTING FOR TEMP. WETLAND/ STREAM CROSSING N.T.S.
•V •V d49224
� icy •..... 0.
10
venture IV Bulltling, Suite 5UU
1730 Varsity Drive
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
NC License# F-1222
www.mckimcreed.com
JOHNSTON COUNTY 385 WEST
JOHNSTON TRANSMISSION IMPROVEMENTS
COUNTY
DEPARTMENT
OF UTILITIES
DETAILS
EROSION AND SEDIMENT CONTROL
DETAILS
PROJ. START DATE:
2019.NOV
MCE PROD. #
00358-0141
DRAWN
DWH
DESIGNED
WOH
CHECKED
AJP
PROJ. MGR.
AJP
SCALE
HORIZONTAL:
1"=4W
VERTICAL:
V.4.
N.T.S.
D8
MNG NUMBER
D REVISION
'STATUS: ISSUED FOR PERMITTING
NOT FOR CONSTRUCTION
I:\00358\0141\WATER\80-DRAWINGS\DETAILS\CD.01-003580141-J000385-DETAILS. DWG 03/27/2020 10:36:16 DAVID HAMMOND