20150539 Ver 4_FINAL SITE PLAN_REV 11.06.18_20181205

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.)
JOHNSTON COUNTY
MCGEE'S CROSSROADS SEWER UPGRADE
PHASE 2B CS370560-16
AUGUST 2018
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LOCATION MAP
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INDEX OF DRAWINGS
LEGEND.
EX. PROPERTY LINE SF SF SILT FENCE
EX. 1' CONTOURS -X-X- WETLAND PROTECTION WATTLES
EX. 5' CONTOURS SILT FENCE OUTLET
EX. TOP OF BANK LIMITS OF DISTURBANCE
- - - EX. STREAM CENTERLINE EX. WETLAND AREA
NW- Nw EX. WETLAND BOUNDARY ONE= PERMANENT ZONE 1 BUFFER DISTURBANCE
FP FP EX. FLOODPLAIN PERMANENT ZONE 2 BUFFER DISTURBANCE
SIB SIB EX. STREAM BUFFER
TEMPORARY ZONE 1 BUFFER DISTURBANCE
- - - - - - - 30' PERMANENT UTILITY EASEMENT
20' TEMPORARY CONSTRUCTION EASEMENT TEMPORARY ZONE 2 BUFFER DISTURBANCE
WETLAND IMPACT AREA
S:\PROJECTS\CY 2017\JOHNSTON COUNTY\Middle Creek Sewer\DRAWINGS\Middle Creek Sewer - TITLE SHEET.dwg, 9/19/2018 1:22:57 PM, -DWG To PDF.pc3
OWNER
JOHNSTON COUNTY
P.O. BOX 1049
SMITHFIELD, NC 27577
OHN�jrD )UNTW
NORTH4CARoLrrrA
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.
MORRIS & RITCHIE ASSOCIATES OF NC, PC
- Ib - f _ ENGINEERS, ARCHITECTS, PLANNERS, SURVEYORS AND LANDSCAPE ARCHITECTS
-, 5605 CHAPEL HILL RD, STE 112
,•� IF + M T RALEIGH, NC 27607
[phone]
WWW.MRAGTA.COM
© 2018 MORRIS & RITCHIE ASSOCIATES, INC.
.•�jH�CAgQ�.,if TITLE SHEET
fQQpfESS►p'.�.. �90 i
FOR
SEAL f 3
0344" MCGEE'S CROSSROADS
:=9;'•:.".; ,.:• _ SEWER UPGRADE PHASE 213
/22/201
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: 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
I i SHEET: 1 OF 12
' M22
SHEET 7
SHEET 1 TITLE SHEET
• ! ni
3
,F�� *>Q t
EROSION CONTROL NOTES k ° a `� t:. M21
b.
SHEET 2 SEWER PLAN &
PROFILE
�
NO CONSTRUCTION ACTIVITIES SHALL COMMENCE PRIOR TO OBTAINING AN EROSION M2
4L6
SHEET 3 SEWER PLAN &
PROFILE
1.
AND SEDIMENT CONTROL PERMIT.
-
SHEET 4 SEWER PLAN &
PROFILE
2.
CLEAR SITE ONLY AS NECESSARY TO INSTALL EROSION CONTROL DEVICES. INSTALL°' ' ;'
BENCHMARK #2
PK NAIL ELEV = 213.82
_
SHEET 5 SEWER PLAN &PROFILE
EROSION CONTROL DEVICES AS SHOWN ON THE PLAN.
I
SHEET"''"
3.
NOTIFY ENGINEER AND NC DEMLR (919-791-4200) PRIOR TO COMMENCING GROUND
DISTURBING ACTIVITIES. ONCE EROSION CONTROL DEVICES ARE APPROVED, � � � r . F•<,v�.�., �•;-- � �_, , - - . �,. __ :. . ,_ �_ ;_ y
;..
,, _.- .,.,, �,,.;. � -�. _�
�
SHEET 7 SEWER PLAN &PROFILE
CONSTRUCTION ACTIVITIES MAY COMMENCE.
-
SHEET 8 SEWER PLAN &
PROFILE
4.
CONTRACTOR SHALL IMPLEMENT A SELF INSPECTION PROGRAM TO SATISFY THE
SHEET 9 SEWER PLAN &
PROFILE
REQUIREMENTS OF THE SEDIMENTATION POLLUTION CONTROL ACT AS AMENDED IN 2006.
INSPECTION OF SEDIMENTAND EROSION CONTROL DEVICES SHALL BE INSPECTED AFTER EACH
MI7
SHEET 10 SEWER PLAN & PROFILE
PHASE OF CONSTRUCTION IS COMPLETE AND CONTINUED UNTIL PERMANENT GROUND COVER y w
S !•'. ,;'' } -.: •.. r 'also Y
SHEET 11 DETAIL SHEET
IS ESTABLISHED IN ACCORDANCE WITH NCGS 113A-54.1 AND 15A NCAC 46.0131. THE ,, �,, �� " •F; ,�,, �. � �
MI6
SHEET 12 DETAIL SHEET
SELF -INSPECTION FORM IS AVAILABLE AS MSEXCEL SPREADSHEET FROM
HTTP.DIR.ENR.STATE.NC.US/PAGES/SEDIMENTATION_NEW.HTML.
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DISTURBED AREAS SHALL BE STABILIZED WITHIN THE STABILIZATION TIME FRAMES AS r , ? V
iy � +Y ,
r• •'r
>, ..., ER... `
SHOWN ON THE DETAIL SHEET. s�.�_ :. -. : ,, ..� .tit.•... ..l1�. :. ....._. .. 1 .- ,. �" ,�,... „r �'oA :�a
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6.
.rt
ANY OPEN UT STREAM WORK SHALL BE PERFORMED IN THE DRY. OPEN CUTS SHALL
�. � • � �
SHEET �-
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'. e,*. ., ..e •. s ,":. .«�'., ., .� _. �. R.e iWq,.:Q_ •�-�; y `..'1 .. .•f ?-...y. ,.- ;l? -.i,l
UTILIZE STREAM PUMP AROUND AND DEWATERING BAGS AS SHOWN ON THE DETAIL ,r, � -, ,. . - r ,=, „� ,, ,. ;,�, :. {"�"' ,�• . • �.. -,,, .. �-w �r
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7.
ANY SEEPAGE PUMPED OUT OF BORE PITS OR TRENCHES SHALL BE PUMPED THROUGH r', • � ;, �� r � �� � � _
, • �;._:�„ MIO ' a .�
A DEWATERING BAG.
8.
x
'��` y Nrr rF
LIMIT DISTURBANCES TO THE LENGTH THAT CAN BE STABILIZED AT THE END OF EACH . I.: �,, ,. .., �.�., ,. - �> ,.. , � •'> r•, ,: .. '' ..+, , ,
�. �:. .,��.,_'�" ;�. �:_
4
WORK DAY. �, � - �' •� �
.. �„ ... x°t . ih. r"c ' '' „ '=4A. ` �' Ls Vis? •�G'
� • � SHEET 2
9.
- ,
:<_ x �• y
AFTER SITE IS PERMANENTLY STABILIZED, REQUEST AN INSPECTION BY THE ENGINEER A
a. Ma SHEET 3
AND NC DEMLR. UPON APPROVAL OF SITE STABILIZATION, ALL TEMPORARY EROSION .; . _ _. �;;� ,.� a'° .
- `'
4 = M2
`
CONTROL DEVICES, INCLUDING SILT FENCE, SHALL BE REMOVED. �~ , . `_ _
s
h "- _ RK #1
+ PK NAIL ELEV - 225.58
10.
WETLAND DISTURBANCE COVERED UNDER WETLANDS PERMIT # �` �,� �>
11.
TOTAL LIMITS OF CLEARING = 11.44 AC °:. - \ VICINITY
MAP;
LEGEND.
EX. PROPERTY LINE SF SF SILT FENCE
EX. 1' CONTOURS -X-X- WETLAND PROTECTION WATTLES
EX. 5' CONTOURS SILT FENCE OUTLET
EX. TOP OF BANK LIMITS OF DISTURBANCE
- - - EX. STREAM CENTERLINE EX. WETLAND AREA
NW- Nw EX. WETLAND BOUNDARY ONE= PERMANENT ZONE 1 BUFFER DISTURBANCE
FP FP EX. FLOODPLAIN PERMANENT ZONE 2 BUFFER DISTURBANCE
SIB SIB EX. STREAM BUFFER
TEMPORARY ZONE 1 BUFFER DISTURBANCE
- - - - - - - 30' PERMANENT UTILITY EASEMENT
20' TEMPORARY CONSTRUCTION EASEMENT TEMPORARY ZONE 2 BUFFER DISTURBANCE
WETLAND IMPACT AREA
S:\PROJECTS\CY 2017\JOHNSTON COUNTY\Middle Creek Sewer\DRAWINGS\Middle Creek Sewer - TITLE SHEET.dwg, 9/19/2018 1:22:57 PM, -DWG To PDF.pc3
OWNER
JOHNSTON COUNTY
P.O. BOX 1049
SMITHFIELD, NC 27577
OHN�jrD )UNTW
NORTH4CARoLrrrA
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.
MORRIS & RITCHIE ASSOCIATES OF NC, PC
- Ib - f _ ENGINEERS, ARCHITECTS, PLANNERS, SURVEYORS AND LANDSCAPE ARCHITECTS
-, 5605 CHAPEL HILL RD, STE 112
,•� IF + M T RALEIGH, NC 27607
[phone]
WWW.MRAGTA.COM
© 2018 MORRIS & RITCHIE ASSOCIATES, INC.
.•�jH�CAgQ�.,if TITLE SHEET
fQQpfESS►p'.�.. �90 i
FOR
SEAL f 3
0344" MCGEE'S CROSSROADS
:=9;'•:.".; ,.:• _ SEWER UPGRADE PHASE 213
/22/201
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: 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
I i SHEET: 1 OF 12

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` OWNER I: MCLEMORE ROAD LIMITED co
PARTNERSHIP Fp TA
OWNER 2:BROWNE, ELIZABETH M mN
♦ PARGEL ID: 06FO4028B �A
ADDRESS: 1000 MCLEMORE RD
♦ \EX. TOP OF BANK
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\ ♦ WETLAND IMPACT AREA = 2,011 SF a NO ix N N
�j PERMANENT 30' UTILITY EASEMENT NARROWS m '
' { ♦ TO 14' IN WETLAND AREA N N
�S TEMPORARY CONSTRUCTION EASEMENT = 28' ` \
100 YEAR FLOODPLAIN WOODED `
\ � 91.
PROPOSED PERMANENT PUBLIC
500 YEAR FLOODPLAIN \,N \ ` UTILITY # AGGE55 EASEMENT
FP �O` F � 0 � � , \ CONSTRUCTION
LIZED ENTRANCE
CTO BE RECORDED BY OTHERS) LL
ENTRANCE
OWNER 1: 5TRU�� � ��ST� 006-AR5,
MORTGAGE PA55 THROUGH CERTIFICATES
OWNER 2: BANK OF NEN YORK MELLON TRUSTEE
PARGEL ID: 06HO1013V
LL
ADDRESS: 1021 REMIN6TON DR
IL
LL
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WETLAND IMPACT AREA = 1,114 5F T \ 5
PERMANENT 30' UTILITY EASEMENT NARROWS M
TO 14' IN 1^1ETLAND AREA2 A \ FP—AFP \ 5>rV` Go� a
TEMPORARY CONSTRUCTION EASEMENT = 28' z00 �- ' 00\ I 5 p a
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EROSION AND SEDIMENT CONTROL MN , (TO BE RECORDED BY OTHERS)
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7
M 4Q Q / WETLAND PROTECTION \
3 / 30, FENGING , TYP. GO T'i ✓ �ti NN
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/ OWNER I: ANTLEY, CHARLES 8
OWNER 2: ANTLEY, BEVELY
o ` PARCEL ID: 06HO1013L
�ADDRESS: IOOa SPRINGFIELD GT
�N SILT FENCE OUTLET (TYP)
♦ LIMITS OF DISTURBANCE OWNER I: MCLEMORE ROAD LIMITED
M �Q \ �/ PARTNERSHIP
` �Q 4 �� / /� /\�` OWNER 2: BRONNE, ELIZABETH M
PARCEL ID: 06F04028B '
♦ /ADDRESS: 1000 MCLEMORE RD y
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/M \N 654.815.81
/M \ N 654.776.06
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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, 9/19/2018 1:24:54 PM,_DWG To PDF.pc3
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- • �arolina� ��
www.ncl"l.org
6ENERAL NOTES:
MANHOLES SHALL HAVE NATERTI&HT FRAME AND GOVER WITHIN
100 YEAR FLOOD ELEV.
TOPO SHONN BY 615. FIELD GROSSING VERIFIED BY MRA.
LIMITS OF GLEARIN6 = OA4 AG
DATUM NOTE:
COORDINATES AND EX 1 STING CONDITIONS DEP I GTED HEREON ARE
BASED ON THE NORTH GAROL I NA STATE PLANE GOORD I NATE
SYSTEM (NAD'85/2011) AND NAD'88 U51 N6 THE NORTH CAROLINA
6EODETIG SURVEY RTN/VR5.
4 E 2,136,031.23
3
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2
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.
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I100
YEAR FLOOD ELEV.
I
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185185
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--——— — — — — ——
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RIM EL = 161.30 "--'"
—
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—
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RIM EL = 180.78
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RIM EL
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160
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27" 5DR-26 PVG ®0.10511
27" 5DR-26 PVG ® 0.10%
27" 5DR-26 PVG ® 0.10%
27" 5DR-26 PVC, ® 0.1%
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Sewer Alignment PROFILE
SCALE: H: 1"=50'
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S:\PROJECTS\CY 2017\JOHNSTON COUNTY\Middle Creek Sewer\DRAWINGS\19709 SITE PLANS.dwg, 9/19/2018 1:24:54 PM,_DWG To PDF.pc3
RI1
- • �arolina� ��
www.ncl"l.org
6ENERAL NOTES:
MANHOLES SHALL HAVE NATERTI&HT FRAME AND GOVER WITHIN
100 YEAR FLOOD ELEV.
TOPO SHONN BY 615. FIELD GROSSING VERIFIED BY MRA.
LIMITS OF GLEARIN6 = OA4 AG
DATUM NOTE:
COORDINATES AND EX 1 STING CONDITIONS DEP I GTED HEREON ARE
BASED ON THE NORTH GAROL I NA STATE PLANE GOORD I NATE
SYSTEM (NAD'85/2011) AND NAD'88 U51 N6 THE NORTH CAROLINA
6EODETIG SURVEY RTN/VR5.

/M \N 655.305.41
WETLAND IMPACT AREA = 3,885 5F
QQ r r r \ PERMANENT 30' UTILITY EASEMENT NARROWS
c� TO 14' IN WETLAND AREA
FQ \tii r z ° TEMPORARY CONSTRUCTION EArnFNfFWT = �A
r r 3
Z r r r r r -o
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500 YEA
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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, 9/19/2018 1:25:02 PM,_DWG To PDF.pc3
TLETT `
50 25 O 25 50 100
PLAN SCALE: I " = 50'
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www.nc811.org
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YEAR FLOOD ELEV.
I100
185
RIM EL = 183.67
185
-------------
— --------
— — — — — — — — — — ——
—
— — — — — ————————— — — — — ——
--RIFfEC78279S-------
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RIM EL = 181.96
VENT EL = 186.64 '"' _,
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EL
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Z
RIM EL = 180.99
---
-"
VENT EL
I Z
VENT EL = 186.74
0
EL 177.0±
_
180
_
oLIMIT OF REFUSAL
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EX. GRADE
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EL 1753±
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175
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175
EL 171.0±
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21'
5DR-26 PVG @ 0.OL1%
27" SDR -26 PVG e 0.1155
27" 5DR-26 PVG @ 0.11%
27" 5DR-26 PVC @ 0.10%27"
—�
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SCALE: H: 1"=50'
V: 1"=5'
S:\PROJECTS\CY 2017\JOHNSTON COUNTY\Middle Creek Sewer\DRAWINGS\19709 SITE PLANS.dwg, 9/19/2018 1:25:02 PM,_DWG To PDF.pc3
TLETT `
50 25 O 25 50 100
PLAN SCALE: I " = 50'
149N-
rA�
www.nc811.org
6ENERAL NOTES:
MANHOLES SHALL HAVE WATERTIGHT FRAME AND GOVER WITHIN
100 YEAR FLOOD ELEV.
TOPO 5HOWN BY 615. FIELD GROSSING VERIFIED BY MRA.
LIMITS OF GLEARING = 1.11 AG
DATUM NOTE:
GOORD I NATES AND EX I STI N& GOND I TI ONS DEP I GTED 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 GAROL I NA
C6EODETIG SURVEY RTN/VR5.
s

'�A I
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M
11
SILT FENCE OUTLET (TYP)
IERMANENT ZONE 2 5TREAM BUFFER
IMPAGT AREA = 1,255 5F
OWNER I: MGLEMORE ROAD LIMITED
PARTNER5HIP
OWNER 2: BROWNE, ELIZABETH M
PARCEL ID: 06FO40288
ADDRE55: 1000 MGLEMORE RD
oz,
z,
y r
r
�y r
/ V Y
/ M \N 655.456.16
Sewer Alignment PROFILE
SCALE: H: 1"=50'
S:\PROJECTS\CY 2017\JOHNSTON COUNTY\Middle Creek Sewer\DRAWINGS\19709 SITE PLANS.dwg, 9/19/2018 1:25:12 PM,_DWG To PDF.pc3
North 8�'
irolina�,
www.nc811.org "
GENERAL NOTES:
MANHOLES SHALL HAVE WATERTIGHT FRAME AND COVER WITHIN
100 YEAR FLOOD ELEV.
TOPO SHOWN BY GIS. FIELD GROSS I N6 VERIFIED BY MRA.
LIMITS OF GLEARINCG = 1.2-7 AG
DATUM NOTE:
COORD I NATES AND EXISTING CONDITIONS DEPICTED HEREON ARE
BASED ON THE NORTH CAROLINA STATE PLANE COORD I NATE
SYSTEM (NAD'83/2011) AND NAD'88 US I N6 THE NORTH CAROLINA
GEODETIG SURVEY RTN/VRS.
s
12 E 2,134,625.54
11 E 2,134,813.04
10 E 2,135280.36
Iqo
I
I
Iqo
I
100 YEAR FLOOD ELEV.
I
185
I
I
185
Iz
zl
O
RIM EL = 18126
RIM EL = 18125
O
EX. GRADE
VENT EL = 186.80
RIM EL = 180.14
�
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180
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180
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I
165
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165
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1
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160
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155
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151
Sewer Alignment PROFILE
SCALE: H: 1"=50'
S:\PROJECTS\CY 2017\JOHNSTON COUNTY\Middle Creek Sewer\DRAWINGS\19709 SITE PLANS.dwg, 9/19/2018 1:25:12 PM,_DWG To PDF.pc3
North 8�'
irolina�,
www.nc811.org "
GENERAL NOTES:
MANHOLES SHALL HAVE WATERTIGHT FRAME AND COVER WITHIN
100 YEAR FLOOD ELEV.
TOPO SHOWN BY GIS. FIELD GROSS I N6 VERIFIED BY MRA.
LIMITS OF GLEARINCG = 1.2-7 AG
DATUM NOTE:
COORD I NATES AND EXISTING CONDITIONS DEPICTED HEREON ARE
BASED ON THE NORTH CAROLINA STATE PLANE COORD I NATE
SYSTEM (NAD'83/2011) AND NAD'88 US I N6 THE NORTH CAROLINA
GEODETIG SURVEY RTN/VRS.
s

■
II
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'cA /
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/ M �N 655A46W
/ M \N 655.x83.25
Sewer Alignment PROFILE
SCALE: H: 1"=50'
V: 1"=5'
S:\PROJECTS\CY 2017\JOHNSTON COUNTY\Middle Creek Sewer\DRAWINGS\19709 SITE PLANS.dwg, 9/19/2018 1:25:24 PM,_DWG To PDF.pc3
• • • ZO
Nort�E
8
.. �.
Lw .Rc811.org
6ENERAL NOTES:
MANHOLES SHALL HAVE NATERT16HT FRAME AND GOVER WITHIN
100 YEAR FLOOD ELEV.
TOPO SHOWN BY GIS. FIELD GROSSING VERIFIED BY MRA.
LIMITS OF GLEARIN6 = 1.22 AG
DATUM NOTE:
COORDINATES AND EX I STING CONDITIONS DEPICTED HEREON ARE
BASED ON THE NORTH CAROLINA STATE PLANE COORDINATE
SYSTEM (NAD'83/2011) AND NAD'88 US 1 N6 THE NORTH CAROLINA
6EODETIG SURVEY RTN/VRS.
s
I
15 E 2,133858.36
14 E 2,134,158.54
13 2,
ICIO
ICIO
I
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I
185
-----------�_�-----
------------------------
------------------
- - - - - - - - - - -
- - --
I
185
-�
I
RIM EL = 181.40
RIM EL = 18157
RIM EL = 1813-1 I
VENT EL = 187.14
O
VENT EL = 18-7.52
O
180
—
I
Ex. GRADE ____,
AI
180
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-------
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----
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175
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175
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170
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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, 9/19/2018 1:25:24 PM,_DWG To PDF.pc3
• • • ZO
Nort�E
8
.. �.
Lw .Rc811.org
6ENERAL NOTES:
MANHOLES SHALL HAVE NATERT16HT FRAME AND GOVER WITHIN
100 YEAR FLOOD ELEV.
TOPO SHOWN BY GIS. FIELD GROSSING VERIFIED BY MRA.
LIMITS OF GLEARIN6 = 1.22 AG
DATUM NOTE:
COORDINATES AND EX I STING CONDITIONS DEPICTED HEREON ARE
BASED ON THE NORTH CAROLINA STATE PLANE COORDINATE
SYSTEM (NAD'83/2011) AND NAD'88 US 1 N6 THE NORTH CAROLINA
6EODETIG SURVEY RTN/VRS.
s

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J r r r r r r M \\ \� M
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r `
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100
100 YEAR FLOODPLAIN I
rr rr rrrr �rrrrrrr rr
4rrrrrrrrrrr`� ��r rr rr �� r
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rr�`r rr r rr rrrr rrrr rrrr rrrr r
rr r r r r r r r r r r r r r
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r
r r
rr r z
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r r r
I�
rr�rrrrr
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r rl rr r
—
r r
r
W
r r
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185
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r r r\ r r=
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—
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If '
11 �I�I�I�Illllll�l;
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m
r
r [o
(n
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r m r N
m
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m
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CD
r r cn z�
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I ---�
r rn
ror
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Z
mr
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I BUFFER
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= 681 SF r to r r
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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, 9/19/2018 1:25:34 PM,_DWG To PDF.pc3
50 25 O 25 50 100
PLAN SCALE: I"= 50'
Norin
I
19
E 2,133,3110.48
18
E 2,133,494.12
17 E 2,133,bO4.35
E 2,133807.78 16
ICIO
I
ICIO
I
100 YEAR FLOOD ELEV.
--
- - - - - - - — — — — ——
—
— — — — —
Z111—
— — — — — — — — — — ——--——————————
—
—————————————
—————— — — — — ——
————————
———
185
/--RIMEL 183.11
—
—————— — — — -
—�
185
-------__,
VENT EL = 185.01
RIM EL = 181.98
RIM EL = 01.66
I ---�
Z
RIM EL = 180.83
Z
EX• CRAVE
VENT EL = 187.71
O
-----------------------------------------------
180
--------
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------
---
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-
- -. _
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Z
O
IO
1-75
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1-75
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165
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165
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W
Z
m
EL 159.0±
Z
J
®LIMIT OF REFU5AL
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OF REFUSAL
I
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160
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160
I
155
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155
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OdJ
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150
om
oN
oN
ocv
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, 9/19/2018 1:25:34 PM,_DWG To PDF.pc3
50 25 O 25 50 100
PLAN SCALE: I"= 50'
Norin
1
. roNina
www.ncml.om
GENERAL NOTES:
MANHOLES SHALL HAVE WATERTIGHT FRAME AND GOVER WITHIN
100 YEAR FLOOD ELEV.
TOPO SHOWN BY GIS. FIELD GROSSING VERIFIED BY MRA.
LIMITS OF GLEARIN6 = 1.00 AG
DATUM NOTE:
COORDINATES AND EX I STING CONDITIONS DEP I GTED HEREON ARE
BASED ON THE NORTH CAROLINA STATE PLANE GOORD I NATE
SYSTEM (NAD'b5/2011) AND NAD'88 US I N& THE NORTH CAROLINA
&EODETIG SURVEY RTN/VRS.

MN y MN
OWNER: BAREFOOT, GAYLE M
Nvy r r r r r r r r r r r r r r r r PARCEL ID: 06FO3033X
ADDRE55: 525 GONTE55A GT
r �Z
r r rr rr rrrrrr rr ��rr rr rrz --�
r r z r r r OWNER: BENNETT, WENDY M
z r PARCEL ID: O6F03033R
N CMN � r r r r
ADDRE55: 527 GONTE55A r r r r z -- as
/ GT /r a
/tS r r r z N r r r ( r r r--
r r r r MN
I N:/MNr rr rrrrr ��N �Nr r� rr>rrrrr r"r r -'� r.
r r r r r r r r r r z /
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r -- r r r PARCEL ID: 06FO4010A r r
r r r —/ r r r r r r r I r TEMPORARY ZONE 2 5TREAM BUFFER
W —r r r r TEMPORARY IMPACT AREA 5a8 5F
AREA 3 5F ZONE 15TREAM BUFFER
=
I r r r r r r r r IMPACT = 1,82 r r I" r - r �
r r r r r r r r r r r r r r r r r
r r r r r rr r Z
r r r — r r r r TEMPORARY Qn
ZONE 2 5TREAM BUFFER rr r i r r r r r r rr 100 YEAR FLOODPLAIN Lu
Lu
Lu
r r , �r r r r yr r r rr r r r r r IMPACT AREA = 618 SFr r r r r r r r r r 500 YEAR FLOODPLAIN
— M
�j r r r r r r r r r r r r r r r r r x r , 2 20
zI rr rrrrrrr r r r r r rrrrr r r r r r rr r Lu
Lu
N r r r r r WETLAND IMPACT AREA = 21,512 5F r r r r r r �s)
I \Nw r r r r r r PERMANENT 30' UTILITY EASEMENT NARROWS
r r r r r r TO 14 IN WETLAND AREA r r rr r �� z
W r TEMPORARY GON5TRUGTION EA5EMENT = 28' ^� ^ L
yz
\N r r r r r '' r r r r r l '• 11.. -- \ I
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\ Nw� Ii'11I
A�0
v `
0
LIMIT5 OF DISTURBANCE
r ryr r — r u� N r r r r r 4' r
_ co
NWS_ I N ! s r r PERMANENT ZONE 2 STREAM BUFFER
N _ —_ �; �' r r r I r IMPACT AREA = 301 5F —_ - r
r r r r PERMANENT ZONE 15TREAM BUFFER r 45d�r
r r r r r r PERMANENT ZONE 2 5TREAM BUFFER r r IMPACT AREA = 453 5F
N r ^�N r ��r IMPACT AREA = 384 5F r
MN r r 2 r SILT FENCE OUTLET (TYP) r
/IMPACTPERMANENTZONE I STREAM AREA = 530 5F r r r o
r r r r\ r r r r r r r r r r r r r r r r r r r rrrrr r r � r r r r �2 I
Ir r�r rr rrrrr�rrrrryrrrr_rr rr rrrrrr�rrrrrrrrrrrr rr rrrrrrrrrrrrr���l
I GiS / M \N 651,815.45 /M \N 657567.78
Ids
■
Sewer Alignment PROFILE
SCALE: H: 1"=50'
V: 1"=5'
S:\PROJECTS\CY 2017\JOHNSTON COUNTY\Middle Creek Sewer\DRAWINGS\19709 SITE PLANS.dwg, 9/19/2018 1:25:44 PM,_DWG To PDF.pc3
I
- • Carolina
www.oc8,,.urg
GENERAL NOTES:
MANHOLES SHALL HAVE NATERTIGHT FRAME AND COVER WITHIN
100 YEAR FLOOD ELEV.
TOPO SHOWN BY GIS. FIELD GROSSING VERIFIED BY MRA.
LIMITS OF GLEARING = 0.75 AG
DATUM NOTE:
GOORD I NATES AND EXISTING CONDITIONS DEP I GTED HEREON ARE
BASED ON THE NORTH CAROLINA STATE PLANE COORDINATE
SYSTEM (NAD'83/2011) AND NAD'88 USING THE NORTH GAROLINA
GEODETIG SURVEY RTN/VRS.
Y
I
21
20
1.28
1
1ao
I
I
ICIO
100 YEAR FLOOD ELEV.
RIM EL = 184.66
-- – – – – – – – – – – – – – – – – – – – –
– –
-- – – – – –
––––––––––––––––––––––– – – – – – E
-
-----------;="=��–�_,�
185--
185
VENT EL = 188.15
----------------
-----------------------------------------------
EX. GRADE
180-------------_
, ,-
180
------------------------------
------------ -----
l �l
z
z I
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175
175
4I
v
EL I(o8.Ot
OI
oLIMIT OF REFU5AL
170
1-L
170
d)_
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Lu
27 SDR -26 PVG ® 0.12%
LU
—�
Lu
27" 5DR-26 PVC ® 0.20%
I
165
27" 5DR-26 PVG ® 0.105
Lu
165
LLJN
�
a
�R
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Iz
ZI v
cry
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160
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I
I
155
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155
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6A
1
out
x
om
Z'
1
■
Sewer Alignment PROFILE
SCALE: H: 1"=50'
V: 1"=5'
S:\PROJECTS\CY 2017\JOHNSTON COUNTY\Middle Creek Sewer\DRAWINGS\19709 SITE PLANS.dwg, 9/19/2018 1:25:44 PM,_DWG To PDF.pc3
I
- • Carolina
www.oc8,,.urg
GENERAL NOTES:
MANHOLES SHALL HAVE NATERTIGHT FRAME AND COVER WITHIN
100 YEAR FLOOD ELEV.
TOPO SHOWN BY GIS. FIELD GROSSING VERIFIED BY MRA.
LIMITS OF GLEARING = 0.75 AG
DATUM NOTE:
GOORD I NATES AND EXISTING CONDITIONS DEP I GTED HEREON ARE
BASED ON THE NORTH CAROLINA STATE PLANE COORDINATE
SYSTEM (NAD'83/2011) AND NAD'88 USING THE NORTH GAROLINA
GEODETIG SURVEY RTN/VRS.
Y

TEMPORARY ZONE I STREAM BUFFER
Lu
11\x, IMPACT AREA = 1,273 5F
Lu
Lu
z TA
z
STREAM LOCATION SHOWN
FROM GIS RECORDS
LOCATION FIELD VERIFIED
IN AREA OF PROPOSED PIPE BY MRA.
/FPS_
P
�FP /
1
I T •
OWNER: PARKER, WD JR
PARCEL ID: 06FO40215
TEMPORARY ZONE 2 STREAM BUFFER
IMPACT AREA = 425 5F
00 03
1 1111111
J 111111111111
111'1'IIIII
M
24
1
/ M \N 658,391.60
MATCH -LINE (THIS SHEET)
pO1"
.r• 4,F 1
N
\ \ A`�
��
OWNER: GLEVELAND ROAD 8969
LTD PTNRP
PARCEL ID: ObEO3026A
s
Q
NW
100 YEAR FLOODPLAIN
Q x r
z\ y y y I
Q
Q
\Fp�F
P--- FP FP FP/
g o Lu
O� ILu
LIMITS OF DISTURBANCE
M °s I�
23
— _
M Qn
22 Lu
01 I 1
7
/
PERMANENT ZONE 2 STREAM BUFFER
IMPACT AREA = 636 5F
PERMANENT ZONE I STREAM BUFFER
IMPACT AREA = 9bl 5F
PERMANENT ZONE I STREAM BUFFER
IMPACT AREA = 951 5F
ZONE 2
=A = AP
li
mi
9
LT FENCE OUTLET (TYP)
/M \N 655.25x.11
/'M \N 658,037.28
1
Sewer Alignment PROFILE
SCALE: H: 1"=50'
V: 1 "=5'
S:\PROJECTS\CY 2017\JOHNSTON COUNTY\Middle Creek Sewer\DRAWINGS\19709 SITE PLANS.dwg, 9/19/2018 1:25:52 PM,_DWG To PDF.pc3
MATCH -LINE (THIS SHEET)
PLAN SCALE: I"= 50'
GENERAL NOTES:
I
-T
4 E 2,132,052.68
-7
3 E 2,132,430.10
22 2, 2 2.0
Iq0
I
Iq0
RIM EL = 186.70
RIM EL = 187.51
IRIM
100 YEAR FLOOD ELEV.
�• ��
EL = 185.41
— — — — — — — — —
— — — — — — — — — — — — — —
— — — — — — — — — — — — — — — — — —
185
___-----
-
185
----- ------------------------------
--- -------
------ __
-------
O---------------------------
-------------
O
180
180
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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, 9/19/2018 1:25:52 PM,_DWG To PDF.pc3
MATCH -LINE (THIS SHEET)
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 GLEARIN6 = 1.11 AG
DATUM NOTE:
GOORD I NATES AND EX I STI N6 GOND I TI ONS DEP I GTED 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
6EODETIG SURVEY RTN/VR5.
L
rarNbr-telin
www.nc811.org
MANHOLES SHALL HAVE WATERTIGHT FRAME AND COVER WITHIN
100 YEAR FLOOD ELEV.
TOPO SHOWN BY 615. FIELD GROSSING VERIFIED BY MRA.
LIMITS OF GLEARIN6 = 1.11 AG
DATUM NOTE:
GOORD I NATES AND EX I STI N6 GOND I TI ONS DEP I GTED 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
6EODETIG SURVEY RTN/VR5.
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www.nc811.org
100 YEAR FLOOD ELEV.
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PLAN SCALE: I"= 50'
North
8�
Carolina
www.nc811.org
,
6ENERAL NOTES:
TOPO SHOWN BY GIS. FIELD GROSSING VERIFIED BY MRA.
LIMITS OF GLEARIN6 = 1.28 ISG
DATUM NOTE:
GOORD I NATES AND EXISTING CONDITIONS DEPICTED HEREON ARE
BASED ON THE NORTH GAtROL I NAS STATE PLANE GOORD I NINE
SYSTEM (NAD'83/2011) AND NAD'88 USING THE NORTH CAROLINA
GEODETIC, SURVEY RTN/VRS.
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WETLAND IMPACT AREA = 5,002 5F
PERMANENT 30' UTILITY EASEMENT NARROWS
TO 14' IN WETLAND AREA
TEMPORARY GON5TRUGTION EASEMENT = 28' END OF
PROJEGT " �y LIMITS OF DISTURBANCE
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---------------____--
100 YEAR FLOOD ELEV.
RIM EL = 187.34
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S:\PROJECTS\CY 2017\JOHNSTON COUNTY\Middle Creek Sewer\DRAWINGS\19709 SITE PLANS.dwg, 9/19/2018 1:26:12 PM,_DWG To PDF.pc3
------ North 8I
www.nc811.org � �
GENERAL NOTES:
MANHOLES SHALL HAVE WATERTI6HT FRAME AND GOVER WITHIN
100 YEAR FLOOD ELEV.
TOPO SHOWN BY 615. FIELD GROSS I N6 VERIFIED BY MRA.
LIMITS OF GLEARIN6 = 1.2q AG
DATUM NOTE:
GOORD I NATES AND EX 1 ST I N6 GOND I T I ONS DEP I GTED HEREON ARE
BASED ON THE NORTH GAROL I NA STATE PLANE GOORD I NATE
SYSTEM (NAD'85/2011) AND NAD'88 US I N6 THE NORTH CAROLINA
6EODETIG SURVEY RTN/VR5.

NOTES
1. VENT TOP TO BE 2' ABOVE
12"
100 YEAR FLOOD ELEV.
2. VENT MUST BE FACTORY
WELDED FABRICATED AND
"HOT DIPPED" GALVANIZED.
EARTH BERM
(TYP.)
3. MAX VENT HEIGHT ABOVE
FACTORY CAST IN
MANHOLE TOP IS 12'.
PLACE GALVANIZED
SILT BAG
PIPE FLANGE 12"
ABOVE MH TOP
SEAL AROUND VENT
PIPE THROUGH
BUG
CREEI
PE 3
S.S.
1EN-
Name Date
Drawn By:
Checked By:
Approved By:
Scale:
RavI r)acrrintinn nate Init
MIN. 12"
PRE -CAST TOP
%7:12" 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
d
BRICK &
MORTAR INVERT
i
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 IChecked
STANDARD MANHOLE
RING AND COVER
8"
8" MAX. FOR SPACER
2'-0", T-0"
OR 4'-0"n
ECCENTRIC
TAPER UNIT 171,
4
.a
RISER UNIT
a
5" 4' DIA. MIN. -� f 5"
1%2':12" SLOPE
ON ALL INVERTS BASE UNIT
a
EXTENDED BASE
(IF REQUIRED)
, a G a
a
WIDTH AS
REQUIRED
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
■
LAN
128 1/4
MINIMUM A/G WEIGHT
FRAME 182
COVER 160
TOTAL 342
(2) LIFTING
BARS
STAINLESS
STEEL BOLTS
7 1 I /2" /\`�
GASKET IN VERTICAL
FACE OF COVER
RING MUST BE
28" ANCHORED IN
34" ACCORDANCE
WITH S-25
TYPICAL LIFTING DEVICE
L5/8" e
STAINLESS STEEL ROD
SECTION A
~~� SANITARY SEWER PAGE
STANDARD DETAIL 30 MANHOLE FRAME AND WATERTIGHT
f, Standard Precast COVER
Manhole
S:\PROJECTS\CY2017\JOHNSTON COUNTY\Middle Creek Sewer\DRAWINGS\19709 SITE PLANS.dwg, 9/19/2018 1:26:16 PM, _DWG To PDF.pc3
r 'I
COMPACTED COMPACTED
UNDISTURBED BACK FILL
BACK FILL;�)
TRENCH WALL
SDR 26 OR
SDR 35 PVC
TOP OF PIPE
SDR 26 PVC 6"
EMBEDMENT
MATERIAL
HAS ING SPRING UNE
OF PIPE
4" BEDDING
MINIMUM
STANDARD BEDDING
FOR 4' TO 14' DEPTHS SPECIAL BEDDING
FOR 14'-24' DEPTHS
UNDISTURBED
TRENCH WALL
INITIAL
BACKFILL
4 EMBEDMENT
MATERIAL
AUNCHING I
6" MI
NOTES
S
1. EMBEDMENT MATERIAL MUST BE CLASS 1 (#67 OR #78M WASHED STONE IS TYPICALLY USED).
2. EMBEDMENT MATERIAL SHALL BE COMPACTED TO A MINIMUM 95% 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
DETAIL No.
07000.12
SHEET 1 OF 1
PUMP
12"
PROPOSED
O
103/4„
EARTH BERM
(TYP.)
TEMP. CONSTRUCTION
TEMP.
SILT BAG
>
_
STREAM CROSSING
11
9/a
FLOW —
> 1%a' y r
4' MIN'
o�
A
TEMP.
COPOLYMER POLYPROPYLENE
PLASTIC M.A. INDUSTRIES MODEL
SLOPE
-�
PSI -PF OR APPROVED EQUAL.
Z
S
STREAM
9XF
FLOW
338„ y
...............................................
PLAN
........ --.................................. ......_..............
TYPICAL
MANHOLE INVERT
SANDBAGS
NOT TO SCALE
SANDBAGS
21"SEWER MAIN
POLYPROPYLENE PLASTIC STEP
15' '
NOT TO SCALE
PROPOSED
Name
DateName
_
JOHNSTON COUNTY
Department of Public Utilities ,_` )
P.O. Box 2263 /,=
Smithfield, NC 27577
SANITARY SEWER
STANDARD DETAIL
Polypropylene Plastic
Manhole Step
PAGE
35
0
Date
j �1
JOHNSTON COUNTY f
Department of Public Utilities .� I
P.O. Box 2263 f,'
Smithfield, NC 27577 tel
1
SANITARY SEWER
STANDARD DETAIL
Typical Manhole
Invert
PAGE
34
Drawn By:
Drawn By:
Checked By:
Checked By:
Approved By:
A roved B :
Scale:
Scale:
I
Rev. I Descri tion Date Init.
Rev. I Description I Date lint.
S:\PROJECTS\CY2017\JOHNSTON COUNTY\Middle Creek Sewer\DRAWINGS\19709 SITE PLANS.dwg, 9/19/2018 1:26:16 PM, _DWG To PDF.pc3
r 'I
COMPACTED COMPACTED
UNDISTURBED BACK FILL
BACK FILL;�)
TRENCH WALL
SDR 26 OR
SDR 35 PVC
TOP OF PIPE
SDR 26 PVC 6"
EMBEDMENT
MATERIAL
HAS ING SPRING UNE
OF PIPE
4" BEDDING
MINIMUM
STANDARD BEDDING
FOR 4' TO 14' DEPTHS SPECIAL BEDDING
FOR 14'-24' DEPTHS
UNDISTURBED
TRENCH WALL
INITIAL
BACKFILL
4 EMBEDMENT
MATERIAL
AUNCHING I
6" MI
NOTES
S
1. EMBEDMENT MATERIAL MUST BE CLASS 1 (#67 OR #78M WASHED STONE IS TYPICALLY USED).
2. EMBEDMENT MATERIAL SHALL BE COMPACTED TO A MINIMUM 95% 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
DETAIL No.
07000.12
SHEET 1 OF 1
PUMP
PROPOSED
O
EARTH BERM
(TYP.)
TEMP. CONSTRUCTION
TEMP.
SILT BAG
_
STREAM CROSSING
FLOW —
4' MIN'
o�
A
TEMP.
A
CMP
Z
STREAM
FLOW
.......................................................
...............................................
........ --.................................. ......_..............
SANDBAGS
SANDBAGS
21"SEWER MAIN
15' '
PROPOSED
EARTH BERM
(TYP.)
50' DISTURBED CORRIDOR'
PLAN
TOP OF
PROPOSED
BANK EARTH BERM FROM
TO (TYP.)
TO
4'Mw.• /� PUMP
z
TEMP. 24"
TO 42" CMP
50' MIN.
AND SUFFICIENT TO KEEP
SEDIMENT ON SITE NOTES: ExISTING TEMPORARY
Co INSTALL SANDBAGS IN PIPE TEMPORARY STRBED L DAMNSAND00000 O O O O �, INVERT WHILE PUMPING AROUND
} o o�oDURIN CONSTRUCTION
000 $0000�0000 00 00 0 000 o� 1 CONSTRUCT ONOENDTRANCE IS US DDTO ENSURE REMOVE SANDBAGS TO AL OW SANDBAG
Q 00 00 O O O DAM 27" SEWER MAIN
00 00000 0 00 25' OR FULL WIDTH FLOW THROUGH PIPE WHEN
p�000 0 NOT PUMPING AROUND.
Q o� oo$0 3" - 4" STONE TO BE USED S OF PROPOSED STREET 2. IF MUD IS NOT REMOVED FROM THE VEHICLE TRAVELING
X 000 o (SURGE STONE OR 00 OR ENTRANCE, OVER THE STONE, THEN THE TIRES OF THE
NOTES:
z00000000 RAILROAD BALAST) �o WHICHEVER IS VEHICLE MUST BE WASHED BEFORE ENTERING THE CONST. SEQUENCE FOR BYPASS PUMPING
0 0000000 o 0SL0 GREATER. PUBLIC ROAD OR THE LENGTH OF THE CONSTRUCTION 1. PROVIDE BYPASS PUMPING EQUIPMENT OF
U) O�0o000000 p0 ood"o0 SUFFICIENT CAPACITY TO HANDLE THE BASE FLOW OF 1. INSTALL PUMP AND LINE TO PUMPED FROM AREA UPSTREAM
X O0000OocPococ2�oo 000000 0_g 0o 0o ENTRANCE EXTENDED. OF TEMPORARY STREAM CROSSING TO AREA DOWNSTREAM
W THE STREAM.
0000 0 o O 00000 0 $poo0 00 0O0 OF CONSTRUCTION AREA. BEGIN PUMPING AND CONTINUE
2. PROVIDE CLASS B RIP RAP PADS WITH GEOTEXTILE PUMPING WHILE WORKING WITHIN THE STREAM.
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
PLAN 3. EFFLUENT FROM DEWATERING BETWEEN COFFER DAMS IN DETAIL WHILE WORKING IN THE STREAM. ALLOW
SHALL BE PUMPED TO A SILT BAG AS SHOWN ON THE STREAM FLOW THROUGH CMP WHEN NOT WORKING WITHIN
SILT FENCE (SEE NOTE 1) DETAIL, AND NOT DIRECTLY TO THE STREAM. THE STREAM.
4. THE FLOW THRU PIPE(S) SHALL BE THE SAME SIZE 3. INSTALL DOWNSTREAM TEMPORARY COFFER DAM TO
AND NUMBER AS SHOWN FOR THE TEMPORARY STREAM PREVENT BACKFLOW INTO CONSTRUCTION AREA.
CROSSINGS. 4. INSTALL PROPOSED EARTH BERM ALONG TOP OF BANK ON
NEW CONSTRUCTION EACH SIDE OF THE CONSTRUCTION AREA.
5. UPON CONSTRUCTION COMPLETION REMOVE COFFER DAMS,
EXISTING ROADWAY 35MIN. 15MIN. PIPE AND OTHER TEMPORARY MEASURES AND INSTALL
TEMPORARY STREAM CROSSING IF NEEDED FOR
CONSTRUCTION ACCESS TO OTHER SECTIONS OF THE
00Q� p08 PROJECT. IF NOT NEEDED, PROCEED WITH STREAM BANK
'.;:).� Ooo 0 0 0 0 0 O O 0000p�0"d o00 08 IIIII=IIIII 12" MIN. RESTORATION. REFER TO NCDOT EROSION AND SEDIMENT
6" MIN. �. 000 X00 0 QR.,00 o oo `b" CONTROL PLANS FOR STREAMBANK RESTORATION DETAILS.
L IIII=IIIII IIIII IIIII 'IIII=IIIII=IIIII= 6. UPON STABILIZATION OF CLEARED AREAS, REMOVE
TEMPORARY EARTH BERMS.
'1111 FABRIC UNDER STONE IIIII— 1 TEMPORARY STREAM PUMP AROUND
NTS
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 G0N5TPUGT1 ON ENTRANGE
MORRIS & RITCHIE ASSOCIATES OF NC, PC
— dl - j _ ENGINEERS, ARCHITECTS, PLANNERS, SURVEYORS AND LANDSCAPE ARCHITECTS
A N —, A = 5605 CHAPEL HILL RD, STE 112
,•� + T RALEIGH, NC 27607
[phone]
WWW.MRAGTA.COM
© 2018 MORRIS & RITCHIE ASSOCIATES, INC.
SS►
,s�.•��H•Cfib I(z r-.0 DETAIL SHEET
i
FOR
� SEAL •
': 034417 MCGEE'S CROSSROADS
:-9�••:;;� ,,:• SEWER UPGRADE PHASE 2B
/22/201
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
SHEET: 11 OF 12

MAINTENANCE: CLEAN OUT AT 50% CAPACITY
LIFE OF FENCING: 6-9 MONTHS
STEEL POST
WOVEN WIRE FABRIC
0
N 5" FILL SLOPE
MIN
GRADE
0M
0
N IN
4"
MIN SILT FENCE GEOTEXTILE FABRIC
SIDE VIEW
F MAX.
VARIABLE AS DIRECTED BY THE ENGINEER
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