20150539 Ver 4_McGees Phase 2_Full Plan_20190304

GENERAL NOTES
1. THE CONTRACTOR SHALL SCHEDULE A PRE -CONSTRUCTION CONFERENCE WITH
JOHNSTON COUNTY AT LEAST 2 WEEKS PRIOR TO STARTING CONSTRUCTION BY
CONTACTING MIKE KEEN AT [phone]
2. CONSTRUCTION OF THIS PROJECT SHALL BE PERFORMED IN ACCORDANCE WITH THE
CURRENT EDITION OF THE JOHNSTON COUNTY PUBLIC UTILITIES DESIGN AND
CONSTRUCTION TECHNICAL STANDARDS AND WITH THE CONTRACT PLANS AND
SPECIFICATIONS. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE NORTH
CAROLINA DEPARTMENT OF LABOR OCCUPATIONAL SAFETY LAWS.
3. UNDERGROUND UTILITIES ARE APPROXIMATE IN LOCATION. IT IS POSSIBLE THAT ALL
EXISTING UTILITIES HAVE NOT BEEN SHOWN ON DRAWINGS. CONTRACTOR SHALL VERIFY
SIZE, DEPTH, LOCATION, AND MATERIAL OF ALL EXISTING UTILITIES PRIOR TO THE START
OF CONSTRUCTION. CONTACT N.C. ONE CALL (1-800-632-4949o) AND JOHNSTON COUNTY
PUBLIC UTILTIES (919-989-5075) A MINIMUM OF 72 HOURS BEFORE DIGGING.
4. COORDINATES SHOWN ON THIS CONTRACT REFER TO THE NORTH CAROLINA COORDINATE
SYSTEM NAD 83/2011 AND NAD 88.
5. ALL STAKING, RESTAKING, AND CUT SHEETS SHALL BE PERFORMED BY A NC REGISTERED
PROFESSIONAL LAND SURVEYOR.
6. ALL PIPE ELEVATIONS ARE TO INVERT OF PIPE UNLESS OTHERWISE SPECIFIED.
7. NO EXCAVATED MATERIALS ARE TO BE PLACED IN WETLANDS, STREAMS, OR STREAM
BUFFERS.
8. DO NOT EXCAVATE/TRENCH BEYOND WHAT CAN BE REPAIRED AT THE END OF EACH WORK
DAY.
9. NO DISTURBANCE IS PERMITTED BEYOND THE LIMITS OF DISTURBANCE.
10. ALL AREAS DISTURBED BY THE CONTRACTOR'S CONSTRUCTION SHALL BE RESTORED TO A
CONDITION AT LEAST EQUAL TO THAT WHICH EXISTED PRIOR TO CONSTRUCTION.
11. THE CONTRACTOR SHALL VIDEOTAPE THE PROJECT AREA AS DETAILED IN THE
SPECIFICATIONS FOR THE PURPOSE OF DOCUMENTING PRE -CONSTRUCTION CONDITIONS.
THE VIDEOTAPE SHALL BE PROVIDED TO JOHNSTON COUNTY PUBLIC UTILITIES. THE
VIDEOTAPE SHALL BE IN DVD FORMAT.
12. ALL MANHOLES WILL HAVE A 5 -FOOT INSIDE DIAMETER AND BE EQUIPPED
WITH STANDARD JOHNSTON COUNTY WATER TIGHT FRAME AND COVER AND
INTERNALLY COATED WITH A COUNTY APPROVED PRODUCT (REFERENCE
PROJECT SPECIFICATION MANUAL FOR APPROVED PRODUCTS AND APPLICATION TYPES.)
EROSION CONTROL NOTES
1. NO CONSTRUCTION ACTIVITIES SHALL COMMENCE PRIOR TO OBTAINING AN EROSION
AND SEDIMENT CONTROL PERMIT.
2. CLEAR SITE ONLY AS NECESSARY TO INSTALL EROSION CONTROL DEVICES. INSTALL
EROSION CONTROL DEVICES AS SHOWN ON THE PLAN AND IN ACCORDANCE WITH THE
CONSTRUCTION SEQUENCE ON SHEET 12 - DETAIL SHEET.
3. INSTALL TREE PROTECTION FENCE ALONG THE PERIMETER OF THE DISTURBED AREA
WITHIN RIPARIAN BUFFER AND WETLAND AREAS AS SHOWN ON THE PLANS.
4. NOTIFY ENGINEER AND NC DEMLR (919-791-4200) AT LEAST 48 HOURS PRIOR TO
COMMENCING GROUND DISTURBING ACTIVITIES. ONCE EROSION CONTROL DEVICES
ARE APPROVED, CONSTRUCTION ACTIVITIES MAY COMMENCE.
5. CONTRACTOR SHALL IMPLEMENT A SELF INSPECTION PROGRAM TO SATISFY THE
REQUIREMENTS OF THE SEDIMENTATION POLLUTION CONTROL ACT AS AMENDED IN
2006. INSPECTION OF SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED
AFTER EACH PHASE OF CONSTRUCTION IS COMPLETE AND CONTINUED UNTIL
PERMANENT GROUND COVER IS ESTABLISHED IN ACCORDANCE WITH NCGS 113A-54.1
AND 15A NCAC 4B.0131. THE SELF -INSPECTION FORM IS AVAILABLE AS MSEXCEL
SPREADSHEET FROM
HTTP://DEQ.NC.GOV/ABOUT/DIVISIONS/ENERGY-MINERAL-LAN D-RESOURCES/EROSION-SEDIM ENT-CONTROL/FORMS.
6. A COPY OF THE APPROVED PLAN, THE CERTIFICATE OF APPROVAL, LETTER OF
APPROVAL, AND INSPECTION FORMS ARE TO BE KEPT ON SITE AND AVAILABLE AT ALL
TIMES.
7. DISTURBED AREAS SHALL BE STABILIZED WITHIN THE STABILIZATION TIME FRAMES AS
SHOWN ON THE DETAIL SHEET.
8. ANY OPEN CUT STREAM WORK SHALL BE PERFORMED IN THE DRY. OPEN CUTS SHALL
UTILIZE STREAM PUMP AROUND AND DEWATERING BAGS AS SHOWN ON THE DETAIL
SHEET.
9. ANY SEEPAGE PUMPED OUT OF BORE PITS OR TRENCHES SHALL BE PUMPED THROUGH
A DEWATERING BAG.
10. LIMIT DISTURBANCES TO THE LENGTH THAT CAN BE STABILIZED AT THE END OF EACH
WORK DAY.
11. AFTER SITE IS PERMANENTLY STABILIZED, REQUEST AN INSPECTION BY THE ENGINEER
AND NC DEMLR. UPON APPROVAL OF SITE STABILIZATION, ALL TEMPORARY EROSION
CONTROL DEVICES, INCLUDING SILT FENCE, SHALL BE REMOVED.
12. WETLAND DISTURBANCE COVERED UNDER WETLANDS PERMIT #
13. TOTAL LIMITS OF CLEARING = 11.44 AC
JOHNSTON COUNTY
MCGEE'S CROSSROADS SEWER UPGRADE
PHASE 2B CS370560-16
AUGUST 2018
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PK NAIL ELEV = 224.2q III'
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LEGEND_
EX. PROPERTY LINE
SCE CONSTRUCTION ENTRANCE
EX. 1' CONTOURS
EX. 5' CONTOURS SILT FENCE OUTLET
EX. TOP OF BANK ® SANDBAGS/COFFERDAM
- - - - - - - - EX. STREAM CENTERLINE
EX. WETLAND AREA
- Nw NW- EX. WETLAND BOUNDARY PERMANENT ZONE 1 BUFFER DISTURBANCE
- FP FP EX. FLOODPLAIN
-SB ss EX. STREAM BUFFER PERMANENT ZONE 2 BUFFER DISTURBANCE
------ 30' PERMANENT UTILITY EASEMENT TEMPORARY ZONE 1 BUFFER DISTURBANCE
20' TEMPORARY CONSTRUCTION EASEMENT TEMPORARY ZONE 2 BUFFER DISTURBANCE
-SF SF SILT FENCE
-X-X- TEMPORARY COMPOST SOCKS PERMANENT WETLAND IMPACT AREA
-TP TP TREE PROTECTION FENCE
LIMITS OF DISTURBANCE TEMPORARY WETLAND IMPACT AREA
OWNER_
JOHNSTON COUNTY
P.O. BOX 1049
SMITHFIELD, NC 27577
OHN ONOUNU
N0RTH•CAR0LENA
5H
MIO
"A4
SHEET 2 SEWER PLAN
MI3
PROFILE
SHEET 3 SEWER PLAN
&
N
SHEET 4 SEWER PLAN
&
PROFILE
SHEET 5 SEWER PLAN
&
PROFILE
SHEET 6 SEWER PLAN
&
PROFILE
p.
&
PROFILE
SHEET 8 SEWER PLAN
&
PROFILE
SHEET 9 SEWER PLAN
&
PROFILE
SHEET 10 SEWER PLAN & PROFILE
MI4
SHEET 12 DETAIL SHEET
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71
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LEGEND_
EX. PROPERTY LINE
SCE CONSTRUCTION ENTRANCE
EX. 1' CONTOURS
EX. 5' CONTOURS SILT FENCE OUTLET
EX. TOP OF BANK ® SANDBAGS/COFFERDAM
- - - - - - - - EX. STREAM CENTERLINE
EX. WETLAND AREA
- Nw NW- EX. WETLAND BOUNDARY PERMANENT ZONE 1 BUFFER DISTURBANCE
- FP FP EX. FLOODPLAIN
-SB ss EX. STREAM BUFFER PERMANENT ZONE 2 BUFFER DISTURBANCE
------ 30' PERMANENT UTILITY EASEMENT TEMPORARY ZONE 1 BUFFER DISTURBANCE
20' TEMPORARY CONSTRUCTION EASEMENT TEMPORARY ZONE 2 BUFFER DISTURBANCE
-SF SF SILT FENCE
-X-X- TEMPORARY COMPOST SOCKS PERMANENT WETLAND IMPACT AREA
-TP TP TREE PROTECTION FENCE
LIMITS OF DISTURBANCE TEMPORARY WETLAND IMPACT AREA
OWNER_
JOHNSTON COUNTY
P.O. BOX 1049
SMITHFIELD, NC 27577
OHN ONOUNU
N0RTH•CAR0LENA
5H
MIO
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SHEET 2
M8 SHEET
M-1 M2 •, .
BENCHMARK #1 _.
Fi-K NAIL ELEV = 225.58
NN
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M6 M5 MI
BOARD OF COMMISSIONERS
JEFFREY P. CARVER, CHAIRMAN
TED. G. GODWIN, VICE CHAIRMAN
COOKIE POPE
ALLEN L. MIMS, JR.
CHAD M. STEWART
LARRY WOOD
LEE JACKSON
500 0 500 1000 1500
Scale 1 " = 500
COUNTY MANAGER_
RICK J. HESTER
PUBLIC UTILITIES DIRECTOR
CHANDRA C. FARMER, P. E.
/ p0
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INDEX OF DRAWINGS
SHEET 1 TITLE SHEET
SHEET 2 SEWER PLAN
&
PROFILE
SHEET 3 SEWER PLAN
&
N
SHEET 4 SEWER PLAN
&
PROFILE
SHEET 5 SEWER PLAN
&
PROFILE
SHEET 6 SEWER PLAN
&
PROFILE
Ma
SHEET 2
M8 SHEET
M-1 M2 •, .
BENCHMARK #1 _.
Fi-K NAIL ELEV = 225.58
NN
M4 ti
M3
M6 M5 MI
BOARD OF COMMISSIONERS
JEFFREY P. CARVER, CHAIRMAN
TED. G. GODWIN, VICE CHAIRMAN
COOKIE POPE
ALLEN L. MIMS, JR.
CHAD M. STEWART
LARRY WOOD
LEE JACKSON
500 0 500 1000 1500
Scale 1 " = 500
COUNTY MANAGER_
RICK J. HESTER
PUBLIC UTILITIES DIRECTOR
CHANDRA C. FARMER, P. E.
/ p0
PwEPCP
PQ
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F/E[OTgA(
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FIELD T0. �
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j e. __iq"dle Creek
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NTS
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INDEX OF DRAWINGS
SHEET 1 TITLE SHEET
SHEET 2 SEWER PLAN
&
PROFILE
SHEET 3 SEWER PLAN
&
PROFILE
SHEET 4 SEWER PLAN
&
PROFILE
SHEET 5 SEWER PLAN
&
PROFILE
SHEET 6 SEWER PLAN
&
PROFILE
SHEET 7 SEWER PLAN
&
PROFILE
SHEET 8 SEWER PLAN
&
PROFILE
SHEET 9 SEWER PLAN
&
PROFILE
SHEET 10 SEWER PLAN & PROFILE
SHEET 11 DETAIL SHEET
SHEET 12 DETAIL SHEET
MORRIS & RITCHIE ASSOCIATES OF NC, PC
- - i ENGINEERS, ARCHITECTS, PLANNERS, SURVEYORS AND LANDSCAPE ARCHITECTS
MA m -, 1 5605 CHAPEL HILL RD, STE 112
,•P IF % M 1 do RALEIGH, NC 27607
[phone]
WWW.MRAGTA.COM
© 2018 MORRIS & RITCHIE ASSOCIATES, INC.
CAq 100,
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''•,�', "•o; ,,::• SEWER UPGRADE PHASE 213
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ENGINEER'S SEAL JOHNSTON CO., NC
DATE REVISIONS JOB N0. 19709
5/16/18 ADD PROBING INFO & JOHNSTON COUNTY COMMENTS DATED 5/9/18. SCALE: AS SHOWN
6/01/18 PER JOHNSTON COUNTY COMMENTS DATED 5/30/18. DATE: 05/16/2018
6/20/18 TOPO UPDATED & BENNETT PROPERTY BYPASSED DRAWN BY: DT
7/12/18 REMOVAL OF PROPOSED JACK&BORE PER JOHNSTON CO. COMMENTS DESIGN BY: DT
8/22/18 UPDATE E&S CONTROLS, EASEMENTS, AND IMPACT AREAS REVIEW BY: JG
02/28/19 UPDATE WETLAND IMPACT AREAS SHEET: 1 OF 12

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OWNER 2:BROWNEPARTNERELIZABETH M FP HIPTA TO 14' IN WETLAND AREA
N PERMANENT IMPACT AREA = 404 5F
` PARGEL ID: 06FO4028B T� �' TEMPORARY CONSTRUCTION EASEMENT = 28
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STABILIZED (TO BE RECORDED BY OTHERS)
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\ ' ADDRESS: 1021 REMIN6TON DR
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OWNER 1: ANTLEY, CHARLES B
OWNER 2: ANTLEY, BEVELY
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PARCEL ID: 06H07013L
ADDRESS: IOOg SPRINGFIELD GT
SILT FENCE OUTLET (TYP)
OWNER I: MGLEMORE ROAD LIMITED
PARTNERSHIP
OWNER 2: BROWNE, ELIZABETH M
PARCEL ID: 06FO4028B
ADDRESS: 1000 MGLEMORE RD
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Sewer Alignment PROFILE
SCALE: H: 1"=50'
V: 1"=5'
S:\PROJECTS\CY 2017\JOHNSTON COUNTY\Middle Creek Sewer\DRAWINGS\19709_SITE_PLANS.dwg, 3/4/2019 3:27:31 PM, _AutoCAD PDF (General Documentation).pc3
• 2.5 • 2.5 50 100
N o rit 8�
PLAN SCALE:Carolina_`
`7WWW.Hconom-q
GENERAL NOTES:
MANHOLES SHALL HAVE WATERTIGHT FRAME AND COVER WITHIN
100 YEAR FLOOD ELEV.
TOPO SHOWN BY 615. FIELD GROSSING VERIFIED BY MRA.
LIMITS OF GLEARIN6 = OA4 AG
DATUM NOTE:
GOORD I NATES AND EX 1 STING GOND I TI ONS DEP I GTED HEREON ARE
BASED ON THE NORTH CAROLINA STATE PLANE GOORD I NATE
SYSTEM (NAD'83/2011) AND NAD'88 USING THE NORTH GAROLINA
6EODETIG SURVEY RTN/VRS.
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100 YEAR FLOOD ELEV.
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• 2.5 • 2.5 50 100
N o rit 8�
PLAN SCALE:Carolina_`
`7WWW.Hconom-q
GENERAL NOTES:
MANHOLES SHALL HAVE WATERTIGHT FRAME AND COVER WITHIN
100 YEAR FLOOD ELEV.
TOPO SHOWN BY 615. FIELD GROSSING VERIFIED BY MRA.
LIMITS OF GLEARIN6 = OA4 AG
DATUM NOTE:
GOORD I NATES AND EX 1 STING GOND I TI ONS DEP I GTED HEREON ARE
BASED ON THE NORTH CAROLINA STATE PLANE GOORD I NATE
SYSTEM (NAD'83/2011) AND NAD'88 USING THE NORTH GAROLINA
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Sewer Alignment PROFILE
SCALE: H: 1"=50'
V: 1"=5'
S:\PROJECTS\CY 2017\JOHNSTON COUNTY\Middle Creek Sewer\DRAWINGS\19709_SITE_PLANS.dwg, 3/4/2019 3:27:42 PM, _AutoCAD PDF (General Documentation).pc3
50 25 O 25 50 100
PLAN SGALE: I"= 50'
N
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YEAR FLOOD ELEV.
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-- — — — — — — ——
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RIM EL = ISL96
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VENT EL 56
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0
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®LIMIT OF REFUSAL
®LIMIT OF REFUSAL
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Sewer Alignment PROFILE
SCALE: H: 1"=50'
V: 1"=5'
S:\PROJECTS\CY 2017\JOHNSTON COUNTY\Middle Creek Sewer\DRAWINGS\19709_SITE_PLANS.dwg, 3/4/2019 3:27:42 PM, _AutoCAD PDF (General Documentation).pc3
50 25 O 25 50 100
PLAN SGALE: I"= 50'
N
drift
$�
Caroli�nta�
GENERAL NOTES:
MANHOLES SHALL HAVE WATERTIGHT FRAME AND GOVER WITHIN
100 YEAR FLOOD ELEV.
TOPO SHOWN BY 615. FIELD GROSS I NO VERIFIED BY MRA.
LIMITS OF GLEARIN6 = 1.11 AG
DATUM NOTE:
COORDINATES AND EXISTING CONDITIONS DEP I GTED HEREON ARE
BASED ON THE NORTH GAROL I NA STATE PLANE GOORD I NATE
SYSTEM (NAD'83/2011) AND NAD'88 USI N6 THE NORTH GAROL I NA
GEODETIC, SURVEY RTN/VRS.
s

'FAQ I
Fp '
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OWNER 2: BROWNE, ELIZABETH M
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12
TREE PROTECTION
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Lu
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TEMPORARY ZONE 2 STREAM BUFFER
r� IMPACT AREA = 424 5FLu
/
Lu
J�
y y " y " y N
Lu
y ry r r" y r r r I z
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s� M
r
cn 11 y r r r r r r
U) W r r y y
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r y
r y
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, TH
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Sewer Alignment PROFILE
SCALE: H: 1"=50'
S:\PROJECTS\CY 2017\JOHNSTON COUNTY\Middle Creek Sewer\DRAWINGS\19709_SITE_PLANS.dwg, 3/4/2019 3:27:52 PM, _AutoCAD PDF (General Documentation).pc3
PLAN SCALE: I"= 50'
12 E 2,134,625.54
8
11 E 2,134,913.04
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100 YEAR FLOOD ELEV.
185
I
I
185
Iz
zl
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RIM EL = 181.26
RIM EL = 181.25
O
EX. GRADE
VENT EL = 186.90
RIM EL = 180.14
180
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Sewer Alignment PROFILE
SCALE: H: 1"=50'
S:\PROJECTS\CY 2017\JOHNSTON COUNTY\Middle Creek Sewer\DRAWINGS\19709_SITE_PLANS.dwg, 3/4/2019 3:27:52 PM, _AutoCAD PDF (General Documentation).pc3
PLAN SCALE: I"= 50'
GENERAL NOTES:
MANHOLES SHALL HAVE WATERTIGHT FRAME AND COVER WITHIN
100 YEAR FLOOD ELEV.
TOPO SHOWN BY 615. FIELD GROSSING VERIFIED BY MRA.
LIMITS OF GLEARING = 1.2-7 AG
DATUM NOTE:
COORDINATES AND EXISTING, CONDITIONS DEPICTED HEREON ARE
BASED ON THE NORTH CAROLINA STATE PLANE COORDINATE
SYSTEM (NAD'83/2011) AND NAD'88 USING THE NORTH CAROLINA
GEODETIC, SURVEY RTN/VRS.
8
Carolina
www.nc811.org
GENERAL NOTES:
MANHOLES SHALL HAVE WATERTIGHT FRAME AND COVER WITHIN
100 YEAR FLOOD ELEV.
TOPO SHOWN BY 615. FIELD GROSSING VERIFIED BY MRA.
LIMITS OF GLEARING = 1.2-7 AG
DATUM NOTE:
COORDINATES AND EXISTING, CONDITIONS DEPICTED HEREON ARE
BASED ON THE NORTH CAROLINA STATE PLANE COORDINATE
SYSTEM (NAD'83/2011) AND NAD'88 USING THE NORTH CAROLINA
GEODETIC, SURVEY RTN/VRS.

I
II
Lu
Lu
Lu
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a
/ M \ N 656211.16
cA /
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/'M \ N 655,1146.80
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/ M \ N 655,1183.25 ■
Sewer Alignment PROFILE
SCALE: H: 1"=50'
V: 1"=5'
S:\PROJECTS\CY 2017\JOHNSTON COUNTY\Middle Creek Sewer\DRAWINGS\19709_SITE_PLANS.dwg, 3/4/2019 3:28:04 PM, _AutoCAD PDF (General Documentation).pc3
T—
North 8�
7k' Ar"Ii NUI,
www.ncOlters
GENERAL NOTES:
MANHOLES SHALL HAVE WATERT I OHT FRAME AND COVER W I TH I N
100 YEAR FLOOD ELEV.
TOPO SHOWN BY GIS. FIELD GROSS I N6 VERIFIED BY MRA.
LIMITS OF GLEARING = 1.22 AG
DATUM NOTE:
GOORD I NATES AND EXISTING CONDITIONS DEPICTED HEREON ARE
BASED ON THE NORTH GAROL I NA STATE PLANE GOORD I NATE
SYSTEM (NAD'83/2011) AND NAD'88 US I N6 THE NORTH CAROLINA
GEODETIC, SURVEY RTN/VRS.
s
I
E 2,133,858.36
14 E 2,134,158.54
13E 2,154,5 .8
Iqo
I
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I
100 YEAR FLOOD ELEV.
I
185
- - - - -�
I
185
-�
Z I
RIM EL = 181.40
RIM EL = 181.57
RIM EL
PENT EL = 187.14 O
VENT EL = 187.52
O
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150
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z
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175
0
175
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170
170
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165
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150
Sewer Alignment PROFILE
SCALE: H: 1"=50'
V: 1"=5'
S:\PROJECTS\CY 2017\JOHNSTON COUNTY\Middle Creek Sewer\DRAWINGS\19709_SITE_PLANS.dwg, 3/4/2019 3:28:04 PM, _AutoCAD PDF (General Documentation).pc3
T—
North 8�
7k' Ar"Ii NUI,
www.ncOlters
GENERAL NOTES:
MANHOLES SHALL HAVE WATERT I OHT FRAME AND COVER W I TH I N
100 YEAR FLOOD ELEV.
TOPO SHOWN BY GIS. FIELD GROSS I N6 VERIFIED BY MRA.
LIMITS OF GLEARING = 1.22 AG
DATUM NOTE:
GOORD I NATES AND EXISTING CONDITIONS DEPICTED HEREON ARE
BASED ON THE NORTH GAROL I NA STATE PLANE GOORD I NATE
SYSTEM (NAD'83/2011) AND NAD'88 US I N6 THE NORTH CAROLINA
GEODETIC, SURVEY RTN/VRS.
s

`AA \
\ Fp �FpFP \
\A Fp Fp FP
/ 500 YEAR FLOODPLAIN Fp FP
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j u)
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U Y Y
< OWNER: CLEVELAND ROAD 8969 LTD PTNRP
PARCEL ID: 06FO4010A y
Y
I
I
I
I
/ M \N 657,177.32
MN
TEMPORARY ZONE I STREAM BUFFER
IMPACT AREA = 1,768 5F
TEMPORARY ZONE 2 STREAM BUFFER
\ IMPACT AREA= 583 SF
i
z Y I YI
L y I
Y I
Y �
Z 'I
I
Y Y2 I
Y Y
Y Y/YY Y
v Y Y \ Y Y Y
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LLu
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\ PERMANENT 30' UTILITY EASEMENT NARROWS
\\ \ TO 14' IN STREAM GROSSING AREA y� y
N \ \ PERMANENT IMPACT AREA = 2,910 SF z y Y
\ \ \ TEMPORARY CONSTRUCTION EASEMENT = 28'y y Y Y Y I Z
\ \ \ TEMPORARY IMPACT AREA = 5,448 5F Y
Z 8
\ \ 17 y Y Y
„ +� Y / 16
TREE PROTECTION Y N /0
Y FENGIN6 , TYP. y
y\ yy Y Y CDy z m
TEMPORARY COMPOST y m N
co
2 y Y SOCK , TYP. Y (n Y I
y �.I
Y y �\ ✓ y y �, Y
y
Y y Y Y� \ y, y ✓ '� a Y y Y y y q. �y Y y wl [n m
y m
PERMANENT ZONE 2 STREAM BUFFER y N
IMPACT AREA = 307 SF ca Y z
Y Y PERMANENT ZONE I STREAM BUFFER Ny rn
y Y Y Y Y Y x IMPACT AREA = 1,031 SF Y 7C1 m, m
y Y Y Y y r Y rn(n y rn i O
r Y PERMANENT ZONE 2 STREAM BUFFER I sn
x Y r IMPACT AREA = 681 SF N Y 1
Y
/'M \N 656,846.92 /M \N 656b22.bO N 656,414.78/M \ ■
Sewer Alignment PROFILE
SCALE: H: 1 "=50'
V: 1"=5'
S:\PROJECTS\CY 2017\JOHNSTON COUNTY\Middle Creek Sewer\DRAWINGS\19709_SITE_PLANS.dwg, 3/4/2019 3:28:12 PM, _AutoCAD PDF (General Documentation).pc3
50 25 O 25 50 100
PLAN SGALE: I " = 50'
North
I
1 g
E 2,133,390.48
1$
E 2,133,494.12
17 E 2,133,604.35
Carolinas
www.ocOl
E 2,133,807.78 16
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I
ICIO
I
100 YEAR FLOOD ELEV.
---------------
—
185
RIMEL 183.11
- — — — — —-
--
—
—
— —-
185
------__
VENT EL = I88.01
RIM EL = 181.98
RIM EL
-\
RIM EL
O
'----
EX. GRADE
VENT EL I�8 �71
O
180
-------_
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180
--- -
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--
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-- --------------
------
-----
_
z
-----------
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I z
O
IO
175
O
v
175
LL
W
170
170
WEL
165.51
®LIMIT OF REFUSAL
EL 163.0±
®LIMIT OF REFUSAL
_ ~
—�
165 27" SDR -26 PVG ®0.10511
27" SDR -26 PVG ®0.1290PVC
�
165
EL 162.5±
Lu ®LIMIT OF REFUSAL
W
Z
m
EL 159.0±
Z
W
`r
®LIMIT OF REFUSAL
W
p�
EL 163.0±
m
I
I60
z
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�'
I
160
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N
I
155
-
z
N
155
N
N
—
N
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x
w
O
LL
u-
LL
150
0
Q
oN
I W
m
2
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I
150
Sewer Alignment PROFILE
SCALE: H: 1 "=50'
V: 1"=5'
S:\PROJECTS\CY 2017\JOHNSTON COUNTY\Middle Creek Sewer\DRAWINGS\19709_SITE_PLANS.dwg, 3/4/2019 3:28:12 PM, _AutoCAD PDF (General Documentation).pc3
50 25 O 25 50 100
PLAN SGALE: I " = 50'
North
8
Carolinas
www.ocOl
l.oru
GENERAL NOTES:
MANHOLES SHALL HAVE NATERT16HT FRAME AND GOVER WITHIN
100 YEAR FLOOD ELEV.
TOPO SHONN BY 615. FIELD GROSSING VERIFIED BY MRA.
LIMITS OF GLEARIN6 = 1.00 AG
DATUM NOTE:
COORDINATES AND EXISTING GOND I T I ONS DEP I GTED HEREON ARE
BASED ON THE NORTH CAROLINA STATE PLANE GOORD I NATE
SYSTEM (NAD'85/2011) AND NAD'88 US I N6 THE NORTH CAROLINA
OEODETIG SURVEY RTN.NRS.

w
z r r \2jv OWNER: BAREFOOT, 6AYLE M
MN
PARCEL ID: O6F03033X
ADDRE55: 525 GONTE55A GT
Z
Z r OWNER: BENNETT, NENDY M
r PARCEL ID: O6FO3033R
N CMN
ADDRESS: 527 GONTE55A
GT a I
'�11N CMN y SIN
MN ---MN r N
y r r yz /
y � r y as
OWNER: CLEVELAND ROAD 8969 LTD PTNRP
— — PARCEL ID: O6FO4010A
— / I TEMPORARY ZONE 2 STREAM BUFFER . „ as
— TEMPORARY ZONE I STREAM BUFFER -�
r - / IMPAGT AREA = 1823 5F I"
IMPACT AREA =598 5F
- r
u Z 100 YEAR FLOODPLAIN Lu
y-- r TEMPORARY ZONE 2 STREAM BUFFER x i r
— / IMPACT AREA = 618 5F �
— M 500 YEAR FLOODPLAIN I �
1 x y r �/ 20
r 2
zl r yLu
-� w
Nw r
NETLAND IMPACT AREA 5 I '1—
PERMANENT
1 -
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TO 14' IN STREAM GRO551N6 AREA Z
NSI PERMANENT IMPACT AREA = 6,990 5F x �jw
1 N TEMPORARY CON5TRUGTION EA5EMENT = 28'
1� NW x TEMPORARY IMPACT AREA = 13,9a9 5F "
LIMITS OF 015TURBANGE ry
r \ T
VVI
PERMANENT ZONE 2 5TREAM BUFFER\�r�
_� u i I x IMPACT AREA = 301 5F Zi
— — �� y TEMPORARY GOMP05T � LL
x \
500K TYP. ,n
R I:_ _ TREE PROTECTION
1 1650' FENGIN6 I
, TYP.'� z
y PERMANENT ZONE 15TREAM BUFFER \ \
MN—MN
y y PERMANENT ZONE 2 STREAM BUFFER IMPACT AREA = 453 5F
�MND �y �I
IMPACT AREA = 384 SF 2
MN r �Z SILT FENCE OUTLET (TYP)
1 \ x PERMANENT ZONE 15TREAM BUFFER
IMPACT AREA = 530 5F x�
I
I cl t; / M \ N 657,815.45 /M \ N 657,56-7.78
I cir,
■
Sewer Alignment PROFILE
SCALE: H: 1 "=50'
V: 1"=5'
S:\PROJECTS\CY 2017\JOHNSTON COUNTY\Middle Creek Sewer\DRAWINGS\19709_SITE_PLANS.dwg, 3/4/2019 3:28:23 PM, _AutoCAD PDF (General Documentation).pc3
I
-_-_ o rth 81
• Carolina
www. nc811.0m
GENERAL NOTES:
MANHOLES SHALL HAVE HATERTI6HT FRAME AND GOVER WITHIN
100 YEAR FLOOD ELEV.
TOPO SHOWN BY 615. FIELD GROSSING VERIFIED BY MRA.
LIMITS OF GLEARI N6 = 0.75 AG
DATUM NOTE:
GOORD I NATES ,AND EX I STI N6 CONDITIONS DEP I GTED HEREON ,ARE
BASED ON THE NORTH GAROL I NA STATE PLANE GOORD I NATE
SYSTEM (NAD'55/2011) AND N,AD'88 USING THE NORTH G,AROLINA
GEODETIC, SURVEY RTN/VRS.
I21
,
20 Iff ,
I
IcfO
I
I
ICIO
100 YEAR FLOOD ELEV.
RIM EL = 184.66
-----
-------
--
- - - - --
-------
185--�-
185
VENT EL = 188.15
---------------
_
------------------------------------------------------
EX. GRADE
IO
18o
z ------ ----
_
180
-----------------------------------------------
z
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it
______________________
�r
I
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I
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1-15
175
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LL
O I
@LIMIT OF REFU5AL
I \-Q)
170
LL
170
Lu
27" 5DR-2 PVC ® 0.125
LU
_y
27" 5DR-26 P\ /G ® 0.205
—�
165
27" SDR -26 PVC, ® 0.l o%
165
�1z
Ll
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160
ry
160
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LL
u- LL
U-
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x
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x
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m
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■
Sewer Alignment PROFILE
SCALE: H: 1 "=50'
V: 1"=5'
S:\PROJECTS\CY 2017\JOHNSTON COUNTY\Middle Creek Sewer\DRAWINGS\19709_SITE_PLANS.dwg, 3/4/2019 3:28:23 PM, _AutoCAD PDF (General Documentation).pc3
I
-_-_ o rth 81
• Carolina
www. nc811.0m
GENERAL NOTES:
MANHOLES SHALL HAVE HATERTI6HT FRAME AND GOVER WITHIN
100 YEAR FLOOD ELEV.
TOPO SHOWN BY 615. FIELD GROSSING VERIFIED BY MRA.
LIMITS OF GLEARI N6 = 0.75 AG
DATUM NOTE:
GOORD I NATES ,AND EX I STI N6 CONDITIONS DEP I GTED HEREON ,ARE
BASED ON THE NORTH GAROL I NA STATE PLANE GOORD I NATE
SYSTEM (NAD'55/2011) AND N,AD'88 USING THE NORTH G,AROLINA
GEODETIC, SURVEY RTN/VRS.

I
I
I
I
�I
~I
� TEMPORARY ZONE I STREAM BUFFER M
TA IMPACT AREA = 1,273 5F TEMPORARY ZONE 2 STREAM BUFFER F 23 N U
/ IMPAGT AREA = 424 5 \
t
I � �T � M I
`� -- � 22 �
_!n z
z I -- _
--- IS °' I
TA OWNER: PARKER, WD JR
PARGEL ID: 06FO40218
TEMPORARY ZONE 2 STREAM BUFFER
IMPACT_ AREA = 425 5F I I,I,i,1 l / / �� z
~u
TAV C 1 11111, II11�1�1�1�1�11 <50
llI
I � ,` 111111 I 111,1,1 I
1 \ 1111111 1
1111i1 1 11111 I 1 uj
1f1l1
J 1111111111, 1�I111111
'111111 1
PERMANENT ZONE 2 STREAM BUFFERCD m
IMPACT AREA = 636 5F
/ `n
PERMANENT ZONE I STREAM BUFFER
\Qj0% / m IMPACT AREA = 961 5F SILT FENGE OUTLET (TYP)
PERMANENT ZONE I STREAM BUFFER r
/ I IMPACT AREA = 951 5F 2 r r
M TREE PROTEGTI ON r
FENGIN6 , TYP. PERMANENT ZONE 2 5TREAM BUFFER r
I 24 1 IMPACT AREA = 635 5F
I
MATCH -LINE (THIS SHEET)
r r r
N
%�At
���
N1ne-� r VQ r r r r
r r
N r r r
STREAM LOCATION 5HOWN a
/N 2 r "" r r r r r r r r
FROM 615 REGORD5
LOCATION FIELD VERIFIED
IN AREA OF PROPOSED PIPE BY MRA. r r r 1w rI'
\ G�\0� r r r y N•y� NVQ" \ Al
P-P�t�� �'V x
\ o b / a
OWNER: CLEVELAND ROAD 8969
LTD PTNRP r
r r �11
PARGEL ID: O6EO3026A
• � �� ,. r N�" � r
Q100 YEAR FLOODPLAIN
\ \ iCA GQ zr
FP �� Fp FA z N r
\ PP/ FP --FP FP FP/% } zul
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\ \ LIMITS OF DISTURBANCE
\ �s)
N
1
/M \N 658591.60
/M\ N 658259.11 / M\ N 658,037.28 1
/ EX. MANOR DRIVE
(50' ROW)
OWNER I: RAWLIN65, DAVID M
OWNER 2: RAWLIN65, CHERYL
PARGEL ID: O6E030260
50' TEMPORA? -1
f
OWNER: CLEVELAND ROAD 8969
LTD PTNRP
PARGEL ID: O6E03026A
F? FP
/ \ Fpm FP
FQ
FQ /
FP/
Sewer Alignment PROFILE
SCALE: H: 1"=50'
V: 1"=5'
S:\PROJECTS\CY 2017\JOHNSTON COUNTY\Middle Creek Sewer\DRAWINGS\19709_SITE_PLANS.dwg, 3/4/2019 3:28:32 PM, _AutoCAD PDF (General Documentation).pc3
x
STABILIZED
GON5TRUGTI ON
ENTRANCE
t1 IEX. 50' ,,oCE55 EASEMENT
1
II I
IN I OWNER: DOUGLAS, C ANDACE B
I PARGEL ID: 06EO3026P
II
MATCH -LINE (THIS SHEET)
nib
- • Carolina- �
www.nc8ll.org� '
GENERAL NOTES:
MANHOLES SHALL HAVE WATERTIGHT FRAME AND GONER WITHIN
100 YEAR FLOOD ELEV.
TOPO SHOWN BY 615. FIELD GROSSING VERIFIED BY MRA.
LIMITS OF GLEARIN6 = 1.11 AG
DATUM NOTE:
COORDINATES AND EX I STI N6 CONDITIONS DEP I GTED HEREON ARE
BASED ON THE NORTH CAROLINA STATE PLANE COORDINATE
SYSTEM (NAD'83/2011) AND NAD'88 USING THE NORTH CAROLINA
GEODETIC, SURVEY RTN/VR5.
v�(Q
I
24 E 2,132,052.68
23 E 2,132,430.10
22 E 2,132,662.07
Iq0
I
Iq0
RIM EL = 186.70
RIM EL = 187.51
I
100 YEAR FLOOD ELEV.
EX. GRADE
I
RIM EL = 185.41
---------
---
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170
170
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EL 168.51
®LIMIT OF REFU5AL
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Sewer Alignment PROFILE
SCALE: H: 1"=50'
V: 1"=5'
S:\PROJECTS\CY 2017\JOHNSTON COUNTY\Middle Creek Sewer\DRAWINGS\19709_SITE_PLANS.dwg, 3/4/2019 3:28:32 PM, _AutoCAD PDF (General Documentation).pc3
x
STABILIZED
GON5TRUGTI ON
ENTRANCE
t1 IEX. 50' ,,oCE55 EASEMENT
1
II I
IN I OWNER: DOUGLAS, C ANDACE B
I PARGEL ID: 06EO3026P
II
MATCH -LINE (THIS SHEET)
nib
- • Carolina- �
www.nc8ll.org� '
GENERAL NOTES:
MANHOLES SHALL HAVE WATERTIGHT FRAME AND GONER WITHIN
100 YEAR FLOOD ELEV.
TOPO SHOWN BY 615. FIELD GROSSING VERIFIED BY MRA.
LIMITS OF GLEARIN6 = 1.11 AG
DATUM NOTE:
COORDINATES AND EX I STI N6 CONDITIONS DEP I GTED HEREON ARE
BASED ON THE NORTH CAROLINA STATE PLANE COORDINATE
SYSTEM (NAD'83/2011) AND NAD'88 USING THE NORTH CAROLINA
GEODETIC, SURVEY RTN/VR5.
v�(Q

1
I
I
I
I
I
FPS
I
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OWNER: BRAND, PAUL JOSEPH
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100 YEAR FLOODPLAIN
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Lu
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LIMITS OF DISTURBANCE
26
----1 -- -
-.SL --ZF--—
SILT FENCE OUTLET (TYP)
OWNER: BRAN6, PAUL JOSEPH
PARCEL ID: 06002017C
/ M \N 658373.02
M
25
/ M \ N 658524.38
OWNER: PARKER, WD JR
PARCEL ID: O6FO4021B
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00
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LU
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OWNER: PARKER, WD JR
PARCEL ID: 06FO4021B
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1
Sewer Alignment PROFILE
SCALE: H: 1"=50'
S:\PROJECTS\CY 2017\JOHNSTON COUNTY\Middle Creek Sewer\DRAWINGS\19709_SITE_PLANS.dwg, 3/4/2019 3:28:44 PM, _AutoCAD PDF (General Documentation).pc3
50 25 O 25 50 100
PLAN SCALE: I"= 50'
I26
E 2,131,423.63
25 E 2,131,675.36
I
www.HCBII
org
100 YEAR FLOOD ELEV.
Iq0
Iq0
--�RIM
Z
EL = 183.60—\
EX. 6RADE VENT EL = 188.00
185
RIM EL = 184.36
185
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180
O
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180
Z
ILL
of
175
O
D�
175
O
---
LL
Lu
ILu
�I
170
- Lu
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170
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27" SDR -26 PVG ® 0.105Y�
27" 5DR-26 PVC ®0.10 95
27 SDR -26 PVG ® 0.10%
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LLI
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®LIMIT OF REFUSAL
Lu
165
165
zz
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160
160
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155
155
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150
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150
Sewer Alignment PROFILE
SCALE: H: 1"=50'
S:\PROJECTS\CY 2017\JOHNSTON COUNTY\Middle Creek Sewer\DRAWINGS\19709_SITE_PLANS.dwg, 3/4/2019 3:28:44 PM, _AutoCAD PDF (General Documentation).pc3
50 25 O 25 50 100
PLAN SCALE: I"= 50'
GENERAL NOTES:
TOPO SHOWN BY GIS. FIELD GROSSING VERIFIED BY MRA.
LIMITS OF GLEARINO = 1.28 AG
DATUM NOTE:
COORDINATES AND EX I STI NO CONDITIONS DEPICTED HEREON ARE
BASED ON THE NORTH CAROLINA STATE PLANE COORDINATE
SYSTEM (NAD'83/2011) AND NAD'88 USING THE NORTH CAROLINA
6EODETIG SURVEY RTN/VRS.
rtlh
Mo
plv�,lolin
www.HCBII
org
GENERAL NOTES:
TOPO SHOWN BY GIS. FIELD GROSSING VERIFIED BY MRA.
LIMITS OF GLEARINO = 1.28 AG
DATUM NOTE:
COORDINATES AND EX I STI NO CONDITIONS DEPICTED HEREON ARE
BASED ON THE NORTH CAROLINA STATE PLANE COORDINATE
SYSTEM (NAD'83/2011) AND NAD'88 USING THE NORTH CAROLINA
6EODETIG SURVEY RTN/VRS.

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r PROJECT LIMITS OF DISTURBANCE
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FP'� A OWNER: CAPITAL PROPERTIES OFFP
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OWNER: BRAN6, PAUL JOSEPH
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28
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27
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RIM EL = IgISb
I
EX. GRADE
Iq0
Iq0
___------------
------------------------------
100 YEAR FLOOD ELEV.
RIM EL = 187.34
185 — — — — — —
— — —
-------------= —_- -
--------
— —
— — — -
185
17'1.51
I80
Z7EL
®LIMIT OF REFUSAL
I80
Z
to
1-75
1-75
Z
EL 16x.01
z
®LIMIT OF REFUSAL
I O
Ido
2 7 SDR 26 PVG ® 0.10%
O
ILL
165 z
LLI
165
u
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-
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LLI
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160
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160
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Z
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155
155
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150
150
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00
7
0
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147—
Sewer Alignment PROFILE
SCALE: H: 1"=50'
V: 1"=5'
S:\PROJECTS\CY 2017\JOHNSTON COUNTY\Middle Creek Sewer\DRAWINGS\19709_SITE_PLANS.dwg, 3/4/2019 3:28:54 PM, _AutoCAD PDF (General Documentation).pc3
vj
�7._
mmimawww.nc8li
GENERAL NOTES:
MANHOLES SHALL HAVE WATERTIGHT FRAME AND COVER WITHIN
100 YEAR FLOOD ELEV.
TOPO SHOWN BY 615. FIELD GROSSING VERIFIED BY MRA.
LIMITS OF GLEARIN6 = 1.2cf AG
DATUM NOTE:
COORDINATES AND EX I STI N6 GOND I TI ONS DEPICTED HEREON ARE
BASED ON THE NORTH CAROLINA STATE PLANE COORDINATE
SYSTEM (NAD'55/2011) AND NAD'88 US I N6 THE NORTH CAROLINA
GEODETIC, SURVEY RTN/VRS.
sl

NOTES
1. VENT TOP TO BE 2' ABOVE
TO BANK �� (TYP.)
100 YEAR FLOOD ELEV.
PUMP 4' MIN '
I z
2. VENT MUST BE FACTORY
1 OY4
WELDED FABRICATED AND
TO 42" CMP
"HOT DIPPED" GALVANIZED.
EARTH BERM
3. MAX VENT HEIGHT ABOVE
FACTORY CAST IN
MANHOLE TOP IS 12'.
PLACE GALVANIZED
10' X 10'
PIPE FLANGE 12"
DAMN
ABOVE MH TOP
8/22/18
SEAL AROUND VENT
> 1Y8" r
PIPE THROUGH
STREAM CROSSING2
MANHO
f
MIN. 12"
CONST. SEQUENCE FOR BYPASS PUMPING
PRE -CAST TOP
BUG
tCREE
PE 3
S.S.
/EN -
Name Date
Drawn By:
Checked By:
Approved By:
Scale:
Rav nascrintinn data Init
1h":12" SLOPE
ON ALL INVERTS
EXTENDED BASE
(IF REQUIRED) —
3" SCHEDULE
GALVANIZED STEEL PIPE
4" "HOT DIPPED"
GALVANIZED PIPE
WATERTIGHT, LOCKING FRAME
& COVER CENTERED IN TOP
WITH STAINLESS STEEL BOLTS
FINISHED GRADE
VARIES, SLOPE
AWAY FROM
MANHOLE
2'-3'AB VE
GRADE
COLLAR
BRICK &
MORTAR INVERT
MIN. 6" GRAVEL BEDDING
TYPICAL VENTED MANHOLE
NOT TO SCALE
JOHNSTON COUNTY
Department of Public Utilities
P.O. Box 2263
Smithfield. NC 27577
Drawn B'
PAGE Checked
STANDARD MANHOLE
RING AND COVER
8"
8" MAX. FOR SPACER
2'-0", T-0"
OR 4'-0"4Z.
CENTRIC
PER UNIT
a.
RISER UNIT
5" 4' DIA. MIN. -
1%2':12" SLOPE
ON ALL INVERTS BASE UNIT
a d
EXTENDED BASE
(IF REQUIRED)
WIDTH,
REQUIR
A d 4
d .
s . a d
5"
USE 4 EA. 1/2" S.S. EXPANSION ANCHOR
BOLTS TO BOLT FRAME TO SPACER.
USE ROPE MASTIC SEAL BETWEEN
FRAME AND SPACER.
MANHOLE STEPS
16" O.C.
JOINTS SHALL BE SEALED
WITH A RUBBER O-RING
GASKET OR ROPE MASTIC SEAL
CEMENT GROUT ALL JOINTS
INSIDE AND OUT
BRICK & MORTAR INVERT
MIN.
MIN. 6" GRAVEL BEDDING
NOTE: 18' & DEEPER - 5' DIA.
STANDARD PRECAST CONCRETE MANHOLE
NOT TO SCALE
ame
JOHNSTON COUNTY
Department of Public Utilities
P.O. Box 2263
Smithfield, NC 27577
4- 1" DIA
HOLES @ 120°
1" LETTERING
RECESSED FLUSH
PLAN
28 1/4-
26
/4"26 1 /4" —
26" —
MINIMUM A/G WEIGHT
FRAME 182
COVER 160
TOTAL 342
(2) LIFTING
BARS
STAINLESS
STEEL BOLTS
7 1/2" I GASKET IN
CAL
y
FACE OF COVER
RING MUST BE
28" ANCHORED IN
34" ACCORDANCE
WITH S-25
TYPICAL LIFTING DEVICE
L5/8" d
STAINLESS STEEL ROD
SECTION A
SANITARY SEWER PAGE
STANDARD DETAIL30 MANHOLE FRAME AND WATERTIGHT
Standard Precast COVER
Manhole
12"
TO BANK �� (TYP.)
PUMP
PUMP 4' MIN '
I z
PROPOSED
1 OY4
5/16/18
TO 42" CMP
SCALE: N/A
EARTH BERM
ii ii ii it ii ii in
O O(TYP.)
TEMPORARY
INSTALL SANDBAGS IN PIPE STREAM
I
10' X 10'
9Y8„
DAMN
TEMP. CONSTRUCTION
8/22/18
SILT BAG
> 1Y8" r
FLOW THROUGH PIPE WHEN
STREAM CROSSING2
Z
f
0
CONST. SEQUENCE FOR BYPASS PUMPING
1. PROVIDE BYPASS PUMPING EQUIPMENT OF
1. INSTALL PUMP AND LINE TO PUMPED FROM AREA UPSTREAM
SUFFICIENT CAPACITY TO HANDLE THE BASE FLOW OF
OF TEMPORARY STREAM CROSSING TO AREA DOWNSTREAM
THE STREAM.
FLOW —
/
PUMPING WHILE WORKING WITHIN THE STREAM.
2. PROVIDE CLASS B RIP RAP PADS WITH GEOTEXTILE
�
Cl
COPOLYMER POLYPROPYLENE
PLASTIC M.A. INDUSTRIES MODEL
2. INSTALL UPSTREAM COFFER DAM AND TEMPORARY CMP.
SLOPE
1Y"`�
4' MIN'
PSI -PF OR APPROVED EQUAL.
o�
STREAM FLOW THROUGH CMP WHEN NOT WORKING WITHIN
SHALL BE PUMPED TO A SILT BAG AS SHOWN ON THE
THE STREAM.
DETAIL, AND NOT DIRECTLY TO THE STREAM.
S
4. THE FLOW THRU PIPE (S) SHALL BE THE SAME SIZE
PREVENT BACKFLOW INTO CONSTRUCTION AREA.
AND NUMBER AS SHOWN FOR THE TEMPORARY STREAM
CROSSINGS.
9Y8"
A
EACH SIDE OF THE CONSTRUCTION AREA.
TEMP.
5. UPON CONSTRUCTION COMPLETION REMOVE COFFER DAMS,
1/4" r 3Y8" y
PIPE AND OTHER TEMPORARY MEASURES AND INSTALL
PLAN
CONSTRUCTION ACCESS TO OTHER SECTIONS OF THE
CMP
TYPICAL
MANHOLE INVERT
RESTORATION. REFER TO NCDOT EROSION AND SEDIMENT
CONTROL PLANS FOR STREAMBANK RESTORATION DETAILS.
NOT TO SCALE
6. UPON STABILIZATION OF CLEARED AREAS, REMOVE
POLYPROPYLENE PLASTIC STEP
TEMPORARY EARTH BERMS.
Z
NTS
NOT TO SCALE
Name Date
JOHNSTON COUNTY
Department of Public Utilities �^ l�
P.O. Box 2263
Smithfield, INC 27577
SANITARY SEWER
STANDARD DETAIL
Polypropylene Plastic
Manhole Step
PAGE
35
Name Date
JOHNSTON COUNTY
p __
Department of Public Utilities
P.O. Box 2263
Smithfield, NC 27577 `�
`-
SANITARY SEWER
STANDARD DETAIL
Typical Manhole
Invert
PAGE
34
Drawn By:
Drawn By:
Checked By:
Checked By:
Y
A roved B :
A roved B :
Scale:
Scale:
777771
Rev. Description I Date 11nit.
Rev. I Descri tion Date Init.
S:\PROJECTS\CY 2017\JOHNSTON COUNTY\Middle Creek Sewer\DRAWINGS\19709_SITE_PLANS.dwg, 3/4/2019 3:29:01 PM, _AutoCAD PDF (General Documentation).pc3
50' MIN.
AND SUFFICIENT TO KEEP
00- SEDIMENT ON SITE
00000 00 O O O ccyy,,00 O O O 00 O
Q 0006000000 X00000000000 0 0$00 0
3 �oOOoo 00 00 25' OR FULL WIDTH
Q O0��o00 3" - 4" STONE TO BE USED g OF PROPOSED STREET
006 0000 ( SURGE STONE OR 60 OR ENTRANCE,
z o�00000000 RAILROAD BALAST) �0 WHICHEVER IS
000000000 0 00,;00 GREATER.
cn 006-060-00 Ooh O 0 00
w 0�0cP 0- 0 00 0 0 6000 0�0� 0
80000 000 O 000oOOOooS0-0 00000 0�
PLAN
SILT FENCE (SEE NOTE 1)
EXISTING ROADWAY
6" MIN.
r 'I
COMPACTEDCOMPACTED
BACK FILL UNDISTURBED BACK FILL
TRENCH WALL
SDR 26 OR
SDR 35 PVC
TOP OF PIPE
SDR 26 PVC 6"
MATERIAL
HAS ING SPRING LINE
OF PIPE
4" BEDDING
MINIMUM
STANDARD BEDDING
FOR 4' TO 14' DEPTHS SPECIAL BEDDING
FOR 14'-24' DEPTHS
UNDISTURBED
TRENCH WALL
INITIAL
BACKFILL
EMBEDMENT
MATERIAL
6" MINIMUM
NOTES:
1. EMBEDMENT MATERIAL MUST BE CLASS 1 (#67 OR #78M WASHED STONE IS TYPICALLY USED).
2. EMBEDMENT MATERIAL SHALL BE COMPACTED TO A MINIMUM 95X STANDARD PROCTOR DENSITY FOR CLASS I MATERIAL.
3. UNSTABLE TRENCH BOTTOMS SHALL HAVE AN APPROVED FOUNDATION PLAN PRIOR TO PIPELINE INSTALLATION.
BEDDING FOR PVC SANITARY SEWER PIPE
NOTES:
1. SILT FENCE SHOULD BE INSTALLED TO ENSURE
CONSTRUCTION ENTRANCE IS USED.
2. IF MUD IS NOT REMOVED FROM THE VEHICLE TRAVELING
OVER THE STONE, THEN THE TIRES OF THE
VEHICLE MUST BE WASHED BEFORE ENTERING THE
PUBLIC ROAD OR THE LENGTH OF THE CONSTRUCTION
ENTRANCE EXTENDED.
NEW CONSTRUCTION
35' MIN. 15' MIN.
If��1111�1
CROSS SECTION
MAINTENANCE:
ADD ADDITIONAL STONE AND "FLUFF" TOP
DRESSING WITH 2" STONE.
SEE N.C. DEQ EROSION and SEDIMENT
CONTROL PLANNING and DESIGN MANUAL
FOR CONDITIONS WHERE PRACTICE APPLIES;
PLANNING CONSIDERATION & DESIGN CRITERIA.
STAE31 L I ZED GONSTRUGT I ON ENTRANGE
N.T.S.
DETAIL No.
07000.12
SHEET 1 OF 1
PUMP
TO BANK �� (TYP.)
PUMP
PUMP 4' MIN '
I z
PROPOSED
o� TEMP. 24"
5/16/18
TO 42" CMP
SCALE: N/A
EARTH BERM
SEqNZ=TM
O O(TYP.)
TEMPORARY
INSTALL SANDBAGS IN PIPE STREAM
I
10' X 10'
INVERT WHILE PUMPING AROUND TEMPORARYj BED
DAMN
TEMP. CONSTRUCTION
8/22/18
SILT BAG
27"SEWER MAIN
FLOW THROUGH PIPE WHEN
STREAM CROSSING2
Z
f
NOTES:
CONST. SEQUENCE FOR BYPASS PUMPING
1. PROVIDE BYPASS PUMPING EQUIPMENT OF
1. INSTALL PUMP AND LINE TO PUMPED FROM AREA UPSTREAM
SUFFICIENT CAPACITY TO HANDLE THE BASE FLOW OF
OF TEMPORARY STREAM CROSSING TO AREA DOWNSTREAM
THE STREAM.
FLOW —
o
PUMPING WHILE WORKING WITHIN THE STREAM.
2. PROVIDE CLASS B RIP RAP PADS WITH GEOTEXTILE
FABRIC UNDERLINER FOR PUMP INTAKE AND DISCHARGE
2. INSTALL UPSTREAM COFFER DAM AND TEMPORARY CMP.
LINES TO PREVENT STREAM BED SCOUR.
4' MIN'
IN DETAIL WHILE WORKING IN THE STREAM. ALLOW
o�
STREAM FLOW THROUGH CMP WHEN NOT WORKING WITHIN
SHALL BE PUMPED TO A SILT BAG AS SHOWN ON THE
THE STREAM.
DETAIL, AND NOT DIRECTLY TO THE STREAM.
3. INSTALL DOWNSTREAM TEMPORARY COFFER DAM TO
4. THE FLOW THRU PIPE (S) SHALL BE THE SAME SIZE
PREVENT BACKFLOW INTO CONSTRUCTION AREA.
AND NUMBER AS SHOWN FOR THE TEMPORARY STREAM
CROSSINGS.
4. INSTALL PROPOSED EARTH BERM ALONG TOP OF BANK ON
A
EACH SIDE OF THE CONSTRUCTION AREA.
TEMP.
5. UPON CONSTRUCTION COMPLETION REMOVE COFFER DAMS,
PIPE AND OTHER TEMPORARY MEASURES AND INSTALL
A
CONSTRUCTION ACCESS TO OTHER SECTIONS OF THE
CMP
PROJECT. IF NOT NEEDED, PROCEED WITH STREAM BANK
RESTORATION. REFER TO NCDOT EROSION AND SEDIMENT
CONTROL PLANS FOR STREAMBANK RESTORATION DETAILS.
6. UPON STABILIZATION OF CLEARED AREAS, REMOVE
TEMPORARY EARTH BERMS.
Z
NTS
STREAM
FLOW
SANDBAGS
SANDBAGS
27" SEWER MAIN
15' '
PROPOSED
EARTH BERM
(TYP.)
30' DISTURBED CORRIDOR'
PLAN
PROPOSED
TOP OF EARTH BERM FROM
TO BANK �� (TYP.)
PUMP
PUMP 4' MIN '
I z
REVISIONS
o� TEMP. 24"
5/16/18
TO 42" CMP
SCALE: N/A
6/01/18
SEqNZ=TM
EXISTING
TEMPORARY
INSTALL SANDBAGS IN PIPE STREAM
I
�— SANDBAG
INVERT WHILE PUMPING AROUND TEMPORARYj BED
DAMN
DURING CONSTRUCTION SANDBAG
8/22/18
REMOVE SANDBAGS TO ALLOW DAM
—
27"SEWER MAIN
FLOW THROUGH PIPE WHEN
UPDATE E&S CONTROLS, WETLAND IMPACT AREAS
NOT PUMPING AROUND.
NOTES:
CONST. SEQUENCE FOR BYPASS PUMPING
1. PROVIDE BYPASS PUMPING EQUIPMENT OF
1. INSTALL PUMP AND LINE TO PUMPED FROM AREA UPSTREAM
SUFFICIENT CAPACITY TO HANDLE THE BASE FLOW OF
OF TEMPORARY STREAM CROSSING TO AREA DOWNSTREAM
THE STREAM.
OF CONSTRUCTION AREA. BEGIN PUMPING AND CONTINUE
PUMPING WHILE WORKING WITHIN THE STREAM.
2. PROVIDE CLASS B RIP RAP PADS WITH GEOTEXTILE
FABRIC UNDERLINER FOR PUMP INTAKE AND DISCHARGE
2. INSTALL UPSTREAM COFFER DAM AND TEMPORARY CMP.
LINES TO PREVENT STREAM BED SCOUR.
COVER PIPE INLET WITH FABRIC AND SANDBAGS AS SHOWN
IN DETAIL WHILE WORKING IN THE STREAM. ALLOW
3. EFFLUENT FROM DEWATERING BETWEEN COFFER DAMS
STREAM FLOW THROUGH CMP WHEN NOT WORKING WITHIN
SHALL BE PUMPED TO A SILT BAG AS SHOWN ON THE
THE STREAM.
DETAIL, AND NOT DIRECTLY TO THE STREAM.
3. INSTALL DOWNSTREAM TEMPORARY COFFER DAM TO
4. THE FLOW THRU PIPE (S) SHALL BE THE SAME SIZE
PREVENT BACKFLOW INTO CONSTRUCTION AREA.
AND NUMBER AS SHOWN FOR THE TEMPORARY STREAM
CROSSINGS.
4. INSTALL PROPOSED EARTH BERM ALONG TOP OF BANK ON
EACH SIDE OF THE CONSTRUCTION AREA.
5. UPON CONSTRUCTION COMPLETION REMOVE COFFER DAMS,
PIPE AND OTHER TEMPORARY MEASURES AND INSTALL
TEMPORARY STREAM CROSSING IF NEEDED FOR
CONSTRUCTION ACCESS TO OTHER SECTIONS OF THE
PROJECT. IF NOT NEEDED, PROCEED WITH STREAM BANK
RESTORATION. REFER TO NCDOT EROSION AND SEDIMENT
CONTROL PLANS FOR STREAMBANK RESTORATION DETAILS.
6. UPON STABILIZATION OF CLEARED AREAS, REMOVE
TEMPORARY EARTH BERMS.
1 TEMPORARY STREAM PUMP AROUND
NTS
MORRIS & RITCHIE ASSOCIATES OF NC, PC
— d, .,r ENGINEERS, ARCHITECTS, PLANNERS, SURVEYORS AND LANDSCAPE ARCHITECTS
! k. A E — — 5605 CHAPEL HILL RD, STE 112
! , Ad 1F + W RALEIGH, NC 27607
[phone]
WWW.MRAGTA.COM
© 2018 MORRIS & RITCHIE ASSOCIATES, INC.
CAgd'•.,.
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FOR
SEAL
't 034417 aMCGEEIS CROSSROADS
:•�`••�o,►,,?:• SEWER UPGRADE PHASE 2B
' ENGINEER'S
SEAL
JOHNSTON CO., NC
DATE
REVISIONS
JOB NO. 19709
5/16/18
ADD PROBING INFO & JOHNSTON COUNTY COMMENTS DATED 5/9/18.
SCALE: N/A
6/01/18
PER JOHNSTON COUNTY COMMENTS DATED 5/30/18.
DATE: 05/16/2018
6/20/18
TOPO UPDATED & BENNETT PROPERTY BYPASSED
DRAWN BY: DT
7/12/18
REMOVAL OF PROPOSED JACK&BORE PER JOHNSTON CO. COMMENTS
DESIGN BY: DT
8/22/18
UPDATE E&S CONTROLS, EASEMENTS, AND IMPACT AREAS
REVIEW BY: JG
12/06/18
UPDATE E&S CONTROLS, WETLAND IMPACT AREAS
SHEET: 11 OF 12

RE FABRIC
FILL SLOPE
ZADE TOP OF SILT FI
MUST BE AT LE
ABOVE THE TC
THE WASHED:
_NCE GEOTEXTILE FABRIC
MAINTENANCE: CLEAN OUT AT 50% CAPACITY
LIFE OF FENCING: 6-9 MONTHS SIDE VIEW
8MAX.
VARIABLE AS DIRECTED BY THE ENGINEER
MIN.
LINE
NOTES:
1. FLOW SHALL NOT RUN PARALLEL WITH THE FENCE.
2. END OF SILT FENCE NEEDS TO BE TURNED UPHILL.
3. SEE NC DEQ SEDIMENT DESIGN MANUAL FOR CONSTRUCTION
SPECIFICATIONS, WHERE PRACTICE APPLIES AND PLANNING
CONSIDERATIONS.
4. SILT FENCE SHOULD NOT BE USED ALONE BELOW GRADED
SLOPES GREATER THAN 10' IN HEIGHT.
TEMPORARY SILT FENCE
N.Ts.
Min. 16" diameter
Compost Sock
3 IN.
`.I AREA TO BE
FLOW -�. PROTECTED
12 IN MIN.
2inx2in
STAKES
SECTION
d -WOOD MULCH OR COMPOST
TO 1/2 HEIGHT OF LOG
UNTRENCHED INSTALLATION
NOTE:
GA.
IATE
Practice Standards and Specifications
compost sock to be Installed In all wetland
areas on the down gradlent side as shown on
the plans. compost socks are to overlap with
the slit fence by a minimum of IS" in the transition
areas from silt fence to compost socks. Socks
should be overlapped by a minimum of lb" to
prevent bypass of sediment.
Z01611115;1:02%-
Inspect compost socks weekly and after each
significant rainfall event (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.
ISOMETRIC VIEW
Mulch or Compost
for Untrenched Socks
Sheet Flow
Work Area
AREA TO BE
PROTECTED
/-Compost Sock
PLAN Maryland Standards and Specifications
for Soil Erosion and Sediment Control,
2011, Maryland Department of
Environment, Water Management
Figure 6.66b Compost Sock Installation Administration
6.66.8
TEMPORARY COMPOST SOCK
N.T.5.
NPDES Stormwater Discharge Permit for Construction Activities (NCGO1)
Rev. 5/13
NCDENR/Division of Energy, Mineral and Land Resources
STABILIZATION TIMEFRAMES
(Effective Aug. 3, 2011)
SITE AREA DESCRIPTION
STABILIZATION
TIMEFRAME EXCEPTIONS
Type
Perimeter dikes, swales, ditches, slopes
7 days
None
High Quality Water (HQW) Zones
7 days
None
Slopes steeper than 3:1
Slopes 3:1 or flatter
7 days
If slopes are 10' or less in length and are
not steeper than 2:1, 14 days are allowed.
7 days for slopes greater than 50' in length.
14 days
All other areas with slopes flatter than 4:1
14 days
None, except for perimeters and HQW Zones.
S:\PROJECTS\CY 2017\JOHNSTON COUNTY\Middle Creek Sewer\DRAWINGS\19709_SITE_P LANS.dwg, 3/4/2019 3:29:08 PM, _AutoCAD PDF (General Documentation).pc3
NOTES:
1. REMOVE SEDIMENT WHEN HALF OF STONE OUTLET IS COVERED.
2. REPLACE STONE AS NEEDED TO ENSURE DEWATERING.
2' INTO SOLID GROUND
STEEL
WOVEN WIRE FAB
HARDWARE CLOTI
SECTION VIEW
FILTER OF #57
WASHED STONE
16"MIN
T FILTER FABRIC APRON
ON GROUND BURY 6" UPPER EDGE OF
BURY WIRE FENCE0_8
FILTER FABRIC APRON IN TRENCH
HARDWARE CLOTH
u
TEMPORARY SILT FENGE OUTLET
N.T.5.
JOHNSTON COUNTY SEEDING SPECIFICATIONS
(Updated 05/19/14)
TEMPORARY SEEDING SCHEDULE
Date
Type
Planting Rate
Showy tick5eed sunflower
7
(lbs/acre)
Sept 1 - April 30
Tall Fescue and
150
Deer tongue
Abruzzi Rye
150
May 1 - Aug 31
Tall Fescue and
150
Soft rush
Browntop or German Millet or
40
Smooth panicgra55
Sorghum -Sudan Hybrids
40
SHOULDERS, SIDE DITCHES, SLOPES (For Slopes between 2:1 and 3:1)
Date Type Planting Rate
(lbs/acre)
Mar 1 - June 1
Sericea Lespedeza (scarified) 50
Polygonum pen5ylvanlcum
and
Mar 1 - Apr 15
Add Tall Fescue 120
Eastern bur reed
or
Mar 1 - June 30
Add Weeping Lovegrass 10
100
or
Mar 1 - June 30
Add Hulled Common Bermuda grass 25
June 1 - Sept 1
***Tall Fescue and 120
***Browntop or German Millet or 35
***Sorghum -Sudan Hybrids 30
Sept 1 - Mar 1
Sericea Lespedeza (unhulled/unscarifie) 70
and Tall Fescue 120
Nov 1 - Mar 1
Add Abruzzi Rye 25
SHOULDERS, SIDE DITCHES, SLOPES For Slopes between 3:1 and Flatter
Date
Type
Planting Rate
(lbs/acre)
Aug 15 - Nov 1
Tall Fescue
300
Nov 1 - Mar 1
Tall Fescue and Abruzzi Rye
300
Mar 1 - Apr 15
Tall Fescue
300
Apr 15 - June 30
Hulled Common Bermuda grass
25
July 15 - Aug 15
Tall Fescue and
120
***Browntop or German Millet or
35
***Sorghum -Sudan Hybrids
30
Notes:
Consult Johnston County Environmental and Stormwater Manager, the Johnston County Soil
and Water Conservation Service, or the Cooperative Extension Service for additional
information concerning other alternatives for vegetation of denuded areas. The above
vegetation rates are those which do well under local conditions; other seeding rate
combinations may be possible, but must be approved by the Environmental and
Stormwater Manager.
***Temporary - Reseed according to optimum season for desired permanent vegetation.
Do not allow temporary cover to grow over 12 inches in height before mowing to keep
fescue from being shaded out.
Fertilize - Apply lime and fertilizer according to soil tests, or apply 2,000 Ib/acre ground
agriculture limestone and 750 Ib/acre 10-10-10 fertilizer.
Mulch - Apply 4,000 Ib/acre grain straw or equivalent cover of another suitable mulch.
Anchor straw by tacking with asphalt. Apply asphalt at 0.10 gallons per square yard (10
Gal / 10,000 SF).
Maintenance - If growth is less than fully adequate, re -fertilize in the second year,
according to soil tests or topdress with 500 Ib/acre 10-10-10 fertilizer. Reseed, fertilize,
and mulch damaged areas immediately.
Recommended application rate: 20-25 lbs. per acre
species
Common Name
Percent
Bldens arl5tosa
Showy tick5eed sunflower
7
Garex vulpinoldea
Fox sedge
12
Dlchanthellum clande5tlnum
Deer tongue
a
Elymu5 r1parlu5
Riverbank v0drye
20
Juncu5 effusu5, NG Ecotype
Soft rush
4
PaniGum dlchotomlflorum
Smooth panicgra55
14
Panicum rlgldulum
Redtop panlcgra5s
b
PaniGum virgatum
5wltch9ra55
23
Polygonum pen5ylvanlcum
Pennrylvanla smartweed
2
5parganium americanum
Eastern bur reed
2
100
WETLAND SEED I N6 M I X
SEWN -IN CONNECTION
SLEEVE FOR PUMP
DISCHARGE HOSE ---
SEDIMENT
FILTER BAG
#57 STONE
2'-0" MIN.
(TYPICAL)
OPTIONAL
LIFTING
1
A
PLAN VIEW
2'-0" MINIMUM
VARIES W/ GROUND
SLOPE (2'-0" MIN.)
14'-0" MINIMUM
2'-0" MIN. 2'-0" MIN.
SEDIMENT FILTER BAG
r
FILTER FABRIC J USE #57 STONE TO
LEVEL BAG FROM
NATURAL GROUND LINE
SECTION A -A
SEDIMENT FILTER BAG GENERAL NOTES:
1. CONTRACTOR SHALL EXERCISE CAUTION NOT TO BURST OR DAMAGE THE SEDIMENT
FILTER BAG WHEN PUMPING.
2. THE LENGTH AND WIDTH OF THE TEMPORARY SEDIMENT BAG SHOWN ON THIS
DRAWING MAY VARY PER VENDOR SPECIFICATIONS. THE MINIMUM "FOOTPRINT" OF
THE BAG SHALL BE 10 x 15 FEET.
3. SEDIMENT FILTER BAGS SHALL BE EQUIPPED WITH A SEWN -IN SLEEVE OF
SUFFICIENT SIZE TO ACCEPT A MINIMUM 4 INCH DIAMETER PUMP DISCHARGE HOSE.
THE DISCHARGE HOSE SHOULD BE EXTENDED INTO THIS SLEEVE A MINIMUM OF 6
INCHES AND BE TIGHTLY SECURED WITH A HOSE CLAMP OR OTHER SUITABLE
MEANS TO PREVENT LEAKAGE. HOSE CONNECTION THROUGH A SLIT IN THE BAG
WILL NOT BE ACCEPTABLE.
4. THE PUMP DISCHARGE HOSE CONNECTION SLEEVE SHALL BE SECURELY 71ED OFF
DURING DISPOSAL OF THE SEDIMENT FILTER BAG IN ORDER TO PREVENT LEAKAGE
OF COLLECTED SEDIMENTS.
5. SEDIMENT FILTER BAG SHALL BE MAINTAINED AND REPLACED WHEN ONE HALF FULL
OF SEDIMENT OR IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS.
SEDIMENT FILTER BAG WITH GRAVEL PAD
I.& A I& r once kTYP)
TYPICAL PLAN VIEW
t' D"
c
SECTION A -A
TYPICAL MAT SECTION
BOLTED TOGETHER
-GROUND AND/OR VEGEMMON SURFACE
TYPICAL SECTION VIEW
TRANSITION
AS REQUIRED
NOTE:
1. TO BE INSTALLED IF NECESSARY TO PREVENT RUTTING, TO ACCESS STRUCTURES.
2, THIS DETAIL SHOWS TYPICAL DIMENSIONS. SOME CONTRACTORS SWAMP MATS ARE DIMENSIONALLY DIFFERENT
FROM WHAT IS SHOWN HERE.
3. DEPENDENT ON SITE CONDITIONS, MULnPLE LAYERS OF SWAMP MATS MAY BE INSTALLED.
U-1
Z
J
CL
0
NOTES:
1. ALL AREAS DESIGNATED TO BE UNDISTURBED
SHALL BE PROTECTED BY FENCING, AS
ILLUSTRATED.
2. INSTALL TREE PROTECTION FENCE AT TREE DRIP
LINE OR AT EDGE OF DISTURBED AREA, AS
SHOWN ON PLANS, PRIOR TO COMMENCEMENT OF
CONSTRUCTION.
3. SPACE PROTECTION ZONE SIGNS A MINIMUM OF
ONE EVERY 300 FEET. THE SIZE OF EACH SIGN
MUST BE A MINIMUM OF 2' x 2' AND BE VISIBLE
FROM BOTH SIDES OF THE FENCE. THE SIGN
MUST CONTAIN THE FOLLOWING LANGUAGE IN
BOTH ENGLISH & SPANISH:
"ENVIRONMENTAL PROTECTION AREA, KEEP OUT".
3. THERE SHALL BE NO STORAGE OF MATERIAL
WITHIN THE BOUNDARIES OF THE PROTECTION
FENCING.
4. TREE PROTECTION FENCING SHALL BE MAINTAINED
THROUGHOUT THE DURATION OF THE PROJECT.
7
4'-0"
MINIMU
2'-0" MIN.
4'-0" O.C. 1.33 lbs/LF STEEL POST
MINIMUM
TREE PROTECTION FENCE
(Ref. Town of Cary Standard Details)
GON5TRUGTION 5EQUENGE
THE GONTRAGTOR IS RESPONSIBLE FOR FOLLOWING THIS GON5TRUGTION 5EQUENGE IN AGGORDANGE WITH THE
APPROVED PLANS, THE SPEG I AL PROVISIONS PROVIDED, OR AS D I REGTED BY THE EN61 NEER. PER NPDE5 REQUIREMENTS,
A RAIN GAUGE, SELF- I N5PEGTI ON5 RECORDS, PERMIT, AND S � E PLAN ARE REQU I RED ON 5I TE AND AGGE551 BLE DURING
I NSPEGTI ON. IT 15 RECOMMENDED THAT THESE ITEMS BE PLACED IN A PERMITS BOX AT THE BE61 NNI N6 OR ENTRANGE OF
PROJECT.
1. OBTAIN ALL APPLICABLE PERMITS , SEND PROPER NOTI F I GATI ONS, GALL NG DEMLR AT (a I ci) -7c[1-4200 AT LEAST 4&
HOURS PRIOR TO GOMMENGIN6 THE LAND -DISTURBING AGTIVITY, AND OBTAIN NOTICE TO PROGEED.
2. ENSURE ALL GONSTRUGTI ON WORK 15 IN GOMPL I ANGE WITH THE 404/401 PERMIT GOND I T I ONS.
3. MARK GON5TRUGTION LIMITS AND ALL PROTEGTED AREAS. INSTALL ORANGE TREE PROTEGT I ON FENG I N6 W I TH I N
RIPARIAN BUFFER ZONES AND WETLAND AREAS ALONG THE PERIMETER OF THE DISTURBED AREAS.
4. PRIOR TO ANY LAND D I STURBANGE AGTI V I TI ES, INSTALL ALL PERIMETER EROSION CONTROL MEASURES SUCH AS
TEMPORARY SILT FENGE, SILT FENGE OUTLET, AND TEMPORARY GOMP05T 50GK5.
5. INSTALL GON5TRUGTION ENTRANGE5 PER DETAIL. INSTALL ALL-WEATHER PERMIT BOX AND RAIN GAUGE NEAR
GONSTRUGTI ON ENTRANGE AS INDICATED I N PLAN SHEET 2. A COPY OF THE APPROVED PLAN, THE GERTI F I GATE OF
APPROVAL, LETTER OF APPROVAL, AND INSPECTION FORMS ARE TO BE KEPT ON SITE AND AVAILABLE AT ALL
TIMES.
6. GONTRAGTOR SHALL IMPLEMENT A SELF I NSPEGTI ON PROGRAM TO SATISFY THE REQUIREMENTS OF THE
SEDIMENTATION POLLUTION CONTROL AGT AS AMENDED IN 2006. INSPECTION OF SEDIMENT AND EROSION CONTROL
DEVIGES SHALL BE INSPEGTED AFTER EACH PHASE OF GONSTRUGTION IS GOMPLETE AND CONTINUED UNTIL
PERMANENT GROUND GOVER 15 ESTABLISHED IN AGGORDANGE WITH NG65 113A-54.1 AND 15A NGAG 4B.0131. THE
SELF-INSPEGTION FORM IS AVAILABLE AS MSEXGEL SPREADSHEET FROM
HTTP: //DEO.NC,.60V/ABOUT/D I V I SI ONS/ENERGY-MI NERAL-LAND-RESOURCES/EROSION-SED I MENT-CONTROL/FORMS.
-7. GLEAR, GRUB, WITHIN LIMITS AS NEEDED TO INSTALL MANHOLES AND P I P I N6. OPEN TRENGHES ARE TO BE
BAGKF I LLED AT THE END OF EACH WORK DAY.
8. AT STREAM GROSSING AREAS, INSTALL GOFFERDAMS OR SANDBAGS AS SHOWN ON PLANS. DE -WATER WORK AREA
BY PUMP I N6 WATER THROUGH SPEG I AL STI LL I N6 BASIN. INSTALL BYPASS PUMP PER DETAIL. ALL WORK WITHIN THE
STREAM BED 15 TO BE GONDUGTED IN THE DRY.
cf. INSTALL GON5TRUGTION MATS AS NECESSARY IN WETLAND AREAS TO PREVENT EXGE551VE RUTTING AND TO
PROVIDE A STAB 1 L I ZED BASE FOR GONSTRUGTI ON EQUIPMENT. NO MATERIAL STORAGE OR STOCKPILES ARE TO
OGGUR IN WETLAND OR RIPARIAN BUFFER AREAS. EQUIPMENT MAY NOT BE LEFT OVERN I6HT IN WETLAND OR
RIPARIAN BUFFER AREAS.
10. PROVIDE GROUND COVER ON ALL EXPOSED AREAS IN AGGORDANGE TO THE GROUND STABILIZATION TABLE. THE
WETLAND SEED MIX SHALL BE USED IN ALL WETLAND AREAS.
II. AFTER THE SITE HAS STABILIZED, REMOVE ALL SILT FENGES. RESEED AND MULCH AS NEGE55ARY.
12. GALL NG DEMLR AT (a I ci) 7ciI -4200 FOR F I NAL I NSPEGTI ON TO OBTAIN A GERTI F I GATE OF GOMPLETI ON.
Q
W
0
w
m
FENCE MATERIAL:
ORANGE, UV RESISTANT
N
HIGH TENSILE STRENGTH
POLYETHYLENE LAMINAR
p
BARRICADE FABRIC
w
ca
ATTACH SIGN
w
TO POST
NOTES:
1. ALL AREAS DESIGNATED TO BE UNDISTURBED
SHALL BE PROTECTED BY FENCING, AS
ILLUSTRATED.
2. INSTALL TREE PROTECTION FENCE AT TREE DRIP
LINE OR AT EDGE OF DISTURBED AREA, AS
SHOWN ON PLANS, PRIOR TO COMMENCEMENT OF
CONSTRUCTION.
3. SPACE PROTECTION ZONE SIGNS A MINIMUM OF
ONE EVERY 300 FEET. THE SIZE OF EACH SIGN
MUST BE A MINIMUM OF 2' x 2' AND BE VISIBLE
FROM BOTH SIDES OF THE FENCE. THE SIGN
MUST CONTAIN THE FOLLOWING LANGUAGE IN
BOTH ENGLISH & SPANISH:
"ENVIRONMENTAL PROTECTION AREA, KEEP OUT".
3. THERE SHALL BE NO STORAGE OF MATERIAL
WITHIN THE BOUNDARIES OF THE PROTECTION
FENCING.
4. TREE PROTECTION FENCING SHALL BE MAINTAINED
THROUGHOUT THE DURATION OF THE PROJECT.
7
4'-0"
MINIMU
2'-0" MIN.
4'-0" O.C. 1.33 lbs/LF STEEL POST
MINIMUM
TREE PROTECTION FENCE
(Ref. Town of Cary Standard Details)
GON5TRUGTION 5EQUENGE
THE GONTRAGTOR IS RESPONSIBLE FOR FOLLOWING THIS GON5TRUGTION 5EQUENGE IN AGGORDANGE WITH THE
APPROVED PLANS, THE SPEG I AL PROVISIONS PROVIDED, OR AS D I REGTED BY THE EN61 NEER. PER NPDE5 REQUIREMENTS,
A RAIN GAUGE, SELF- I N5PEGTI ON5 RECORDS, PERMIT, AND S � E PLAN ARE REQU I RED ON 5I TE AND AGGE551 BLE DURING
I NSPEGTI ON. IT 15 RECOMMENDED THAT THESE ITEMS BE PLACED IN A PERMITS BOX AT THE BE61 NNI N6 OR ENTRANGE OF
PROJECT.
1. OBTAIN ALL APPLICABLE PERMITS , SEND PROPER NOTI F I GATI ONS, GALL NG DEMLR AT (a I ci) -7c[1-4200 AT LEAST 4&
HOURS PRIOR TO GOMMENGIN6 THE LAND -DISTURBING AGTIVITY, AND OBTAIN NOTICE TO PROGEED.
2. ENSURE ALL GONSTRUGTI ON WORK 15 IN GOMPL I ANGE WITH THE 404/401 PERMIT GOND I T I ONS.
3. MARK GON5TRUGTION LIMITS AND ALL PROTEGTED AREAS. INSTALL ORANGE TREE PROTEGT I ON FENG I N6 W I TH I N
RIPARIAN BUFFER ZONES AND WETLAND AREAS ALONG THE PERIMETER OF THE DISTURBED AREAS.
4. PRIOR TO ANY LAND D I STURBANGE AGTI V I TI ES, INSTALL ALL PERIMETER EROSION CONTROL MEASURES SUCH AS
TEMPORARY SILT FENGE, SILT FENGE OUTLET, AND TEMPORARY GOMP05T 50GK5.
5. INSTALL GON5TRUGTION ENTRANGE5 PER DETAIL. INSTALL ALL-WEATHER PERMIT BOX AND RAIN GAUGE NEAR
GONSTRUGTI ON ENTRANGE AS INDICATED I N PLAN SHEET 2. A COPY OF THE APPROVED PLAN, THE GERTI F I GATE OF
APPROVAL, LETTER OF APPROVAL, AND INSPECTION FORMS ARE TO BE KEPT ON SITE AND AVAILABLE AT ALL
TIMES.
6. GONTRAGTOR SHALL IMPLEMENT A SELF I NSPEGTI ON PROGRAM TO SATISFY THE REQUIREMENTS OF THE
SEDIMENTATION POLLUTION CONTROL AGT AS AMENDED IN 2006. INSPECTION OF SEDIMENT AND EROSION CONTROL
DEVIGES SHALL BE INSPEGTED AFTER EACH PHASE OF GONSTRUGTION IS GOMPLETE AND CONTINUED UNTIL
PERMANENT GROUND GOVER 15 ESTABLISHED IN AGGORDANGE WITH NG65 113A-54.1 AND 15A NGAG 4B.0131. THE
SELF-INSPEGTION FORM IS AVAILABLE AS MSEXGEL SPREADSHEET FROM
HTTP: //DEO.NC,.60V/ABOUT/D I V I SI ONS/ENERGY-MI NERAL-LAND-RESOURCES/EROSION-SED I MENT-CONTROL/FORMS.
-7. GLEAR, GRUB, WITHIN LIMITS AS NEEDED TO INSTALL MANHOLES AND P I P I N6. OPEN TRENGHES ARE TO BE
BAGKF I LLED AT THE END OF EACH WORK DAY.
8. AT STREAM GROSSING AREAS, INSTALL GOFFERDAMS OR SANDBAGS AS SHOWN ON PLANS. DE -WATER WORK AREA
BY PUMP I N6 WATER THROUGH SPEG I AL STI LL I N6 BASIN. INSTALL BYPASS PUMP PER DETAIL. ALL WORK WITHIN THE
STREAM BED 15 TO BE GONDUGTED IN THE DRY.
cf. INSTALL GON5TRUGTION MATS AS NECESSARY IN WETLAND AREAS TO PREVENT EXGE551VE RUTTING AND TO
PROVIDE A STAB 1 L I ZED BASE FOR GONSTRUGTI ON EQUIPMENT. NO MATERIAL STORAGE OR STOCKPILES ARE TO
OGGUR IN WETLAND OR RIPARIAN BUFFER AREAS. EQUIPMENT MAY NOT BE LEFT OVERN I6HT IN WETLAND OR
RIPARIAN BUFFER AREAS.
10. PROVIDE GROUND COVER ON ALL EXPOSED AREAS IN AGGORDANGE TO THE GROUND STABILIZATION TABLE. THE
WETLAND SEED MIX SHALL BE USED IN ALL WETLAND AREAS.
II. AFTER THE SITE HAS STABILIZED, REMOVE ALL SILT FENGES. RESEED AND MULCH AS NEGE55ARY.
12. GALL NG DEMLR AT (a I ci) 7ciI -4200 FOR F I NAL I NSPEGTI ON TO OBTAIN A GERTI F I GATE OF GOMPLETI ON.