20181037 Ver 1_Sewer Drawings_20180725

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PROPOSED 8" SEWER LINE COLEMAN STREET TO RAILROAD
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PROPOSED MH MH 7-C
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APPROXIMATE LOCATIONcl
4' MANHOLE D A.
STA. 21+9 .11
EXISTING SANITARY SEWER
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PROPOSED MH MH 4-C
CROSSING
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4' MANHOLE DIA.
PROPOSED TEMPORARY APPROX. 542'
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STA. 17+54.53
FROM CROSSING
SILT FENCE (TYP.)
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NCDOT ID: 734825K
BUILDING � � -�
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PROPOSED MH MH 5-C
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LOCATION OF
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STA. 18+26.90
80 RIGHT OF WAY
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72 LF 8 PVC N: 932776.98
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BUILDING / Z I -UTILITY EASEMENT
C� 0.50% E: 2119184.70
PROPOSED 20
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PROPOSED MH MH 3-C / Q AVEL D _ l _ _
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UTILITY EASEMENT °
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STA_ 15+07.27 BUILDING EXISTING WETLAND
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EXISTING WETLAND
11.68
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APPROXIMATE LOCATION 5-----S-
EXISTING SANITARY SEWER -
WEST
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✓�-�� 24" DIP
SHEET C-108 STA.. 15+00 11 ¢49 STOP A_ I.E.: 443.16'
NOT RELEASED FOR �
4 MANHOLE DIA. APPROXIMATE
EXISTING0�,�<` R,egs, ��
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4SEWER �NH&E
UNKNOWN IN I.E. 446.21' 24" DIP
CONSTRUCTION \ ¢¢9 y
10' DIP QILT<E.: 446.08' I.E.: 443.27'
STA. 19+82. 8 BORE PIT
SANITARY SEVER MANN LE
A6j 93N PARKIN
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COLEMAN ST. PROP. SEWER
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N: 932856.99 LOCATION
TOP EL: IN 0'
,Q" VCP IN ( ) 453.64'
NOTES:
��k LIMITS OF
E: 211931
10" VCP IN () 452.94'
,Q" DIP OUT 453.0 '
N: 932963.37
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DISTURBANCE
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.E.:
E: 2119507.80
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SEE SHEET G-002 FOR PROJECT SPECIFIC NOTES BUILDING
BUILDING
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CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BYPASS PUMPING OPERATIONS DURING MANHOLE ABANDONMENTS,
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TIE-INS, MANHOLE REPLACEMENTS, ETC.
EXISTING 8" SANITARY
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CONTRACTOR TO NOTIFY HOMEOWNER OF ANY UTILITY SHUTDOWNS 48 HOURS IN ADVANCE WITH LETTERS OR DOOR
SEWER
APPROXIMATE RECEIVING
RAILROAD NOTES:
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HANGERS
PIT LOCATION. LEAVE
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REPLACE SEWER LATERAL FROM MAIN TO CLEAN OUT. CLEAN OUT TO BE INSTALLED IF NONE EXISTS
EXISTING LINE IN SERVICE
1. EXISTING SEWER PIPE UNDER RAILROAD CROSSING SHALL BE
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5.
CONTRACTOR SHALL RE-ESTABLISH SERVICES THE SAME DAY AS SHUTDOWNS WHENEVER POSSIBLE
PROPOSED 120 L.F. BORE AND JACK
UNTIL NEW LINE IS
ABANDONED AND FILLED WITH CEMENT GROUT.
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ALL SEWER SERVICE LATERALS TO BE CONNECTED AFTER THE SYSTEM HAS BEEN INSPECTED AND APPROVED.
UNDER EXIST. RAILROAD TRACKS,
ACCEPTED.
2. CONTRACTOR SHALL FOLLOW ALL REQUIREMENTS OF NORFOLK
7.
CONTRACTOR SHALL FIELD LOCATE ALL EXISTING & PROPOSED WATER SERVICE CONFLICTS WITH THE PROPOSED
16" STEEL ENCASEMENT PIPE
SOUTHERN'S NSCE-8 SPECIFICATIONS.
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SEWER LINE.
0.281" MINIMUM REQUIRED WALL THICKNESS,
3. PIPELINE AND CROSSING TO BE INSTALLED AND MAINTAINED IN
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8.
CONTRACTOR SHALL KEEP NEW SEWER LATERALS AS CLOSE AS POSSIBLE TO EXISTING LATERALS.
6' COVER FROM ENCASEMENT PIPE TO BASE OF RAIL.
ACCORDANCE WITH LAST APPROVED AMERICAN RAILWAY ENGINEERING
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9.
CONTRACTOR SHALL REPAIR ALL DAMAGED ASPHALT IN ACCORDANCE WITH DETAILS ON SHEET C-502.
REMAINDER OF ENCASEMENT PIPE TO HAVE MIN. 4' COVER.
AND MAINTENANCE OF WAY ASSOCIATION SPECIFICATIONS FOR
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10.
ALL SERVICE LINES PROPOSED FOR INSTALLATION BY PNEUMATIC PIERCING TOOL OR OPEN CUT WITH NO PAYMENT
PIPELINES CONVEYING FLAMMABLE AND NON-FLAMMABLE SUBSTANCES.
FOR ASPHALT OR AS APPROVED BY ENGINEER
14. BLASTING NOT PERMITTED.
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PROPOSED PIPE MARKER SIGN
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VERT. 1"= 5'
4801.20'
LOCATION OF
80' RIGHT of WAY -
OVER SEWER LINE TO BE
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APPROXIMATE RECEIVING
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RIGHT OF WAY.
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PROPOSED 120 L.F. OF PIT LOCATION
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TOP ELEV.:
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0.281" MINIMUM REQUIRED WALL THICKNESS
BOTTOM ELEV.: 450.16'
INSTALLED BY BORING AND JACKING
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APPROXIMATE - V
BORE PIT LOCATION
60'
12 LF
TOP ELEV.: 454.38'
I 8" PVC
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PER LAND QUALITY SECTION REVIEW
1
5/25/18 BJRj REVISED
REVISION DESCRIPTION
NO. DATE BY I

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RAILROAD NOTES:
PLAN NOTES:
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1. EXISTING SEWER PIPE UNDER RAILROAD CROSSING SHALL BE •0'��
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0 25 50 100 150 1. SEE SHEET G-002 FOR PROJECT SPECIFIC NOTES
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ABANDONED AND FILLED WITH CEMENT GROUT.
2. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BYPASS PUMPING OPERATIONS DURING MANHOLE ABANDONMENTS, TIE-INS, MANHOLE
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REPLACEMENTS, ETC.
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GRAPHIC SCALE
I INCH = 50 FEET 3. CONTRACTOR TO NOTIFY HOMEOWNER OF ANY UTILITY SHUTDOWNS 48 HOURS IN ADVANCE WITH LETTERS OR DOOR HANGERS
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SOUTHERNNSCE-8 SPECIFICATIONS.
4. REPLACE SEWER LATERAL FROM MAIN TO CLEAN OUT. CLEAN OUT TO BE INSTALLED IF NONE EXISTS.
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3. PIPELINE AND CROSSING TO BE INSTALLED AND MAINTAINED IN
PROPOSED MH 7-D
5. CONTRACTOR SHALL RE-ESTABLISH SERVICES THE SAME DAY AS SHUTDOWNS WHENEVER POSSIBLE
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ACCORDANCE WITH LAST APPROVED AMERICAN RAILWAY ENGINEERING 4' DIA. MANHOLE
PROPOSED MH 3-D
APPROX. LOCATION 6. ALL SEWER SERVICE LATERALS TO BE CONNECTED AFTER THE SYSTEM HAS BEEN INSPECTED AND APPROVED.
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AND MAINTENANCE OF WAY ASSOCIATION SPECIFICATIONS FOR WITH WATERTIGHT LID STA. 18+21.05
OF 60' RIGHT OF WAY 7• CONTRACTOR SHALL FIELD LOCATE ALL EXISTING & PROPOSED WATER SERVICE CONFLICTS WITH THE PROPOSED SEWER LINE.
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PIPELINES CONVEYING FLAMMABLE AND NON-FLAMMABLE SUBSTANCES.
4 DIA. MANHOLE
LEWIS ST. TO COUNTRY CLUB DR.
8. CONTRACTOR SHALL KEEP NEW SEWER LATERALS AS CLOSE AS POSSIBLE TO EXISTING LATERALS.
I�17,
4. BLASTING NOT PERMITTED.
STA. 12+20.10
N 930319.77
APPROXIMATE
RECEIVING PIT 9. CONTRACTOR SHALL REPAIR ALL DAMAGED ASPHALT IN ACCORDANCE WITH DETAILS ON SHEET C-502.
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LEWIS ST. TO COUNTRY CLUB DR. E: 2118134.35
LOCATION ALL SERVICE LINES PROPOSED FOR INSTALLATION BY PNEUMATIC PIERCING TOOL OR OPEN CUT WITH NO PAYMENT FOR ASPHALT OR AS
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APPROX. LOCATION N 930104.41
S63 05 41 E
92.36
APPRO BY ENGINEER
OF 100' RIGHT OF WAY E: 2118682.04
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PROPOSED TEMPORARY
SANITARY SEWER MANHOLE
TEMP. 18" N56°21 08 E
PROPOSED MH 8-D
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SILT FENCE (TYP.) TOP EL: 442.87'
CULVERTIII 6.89
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\ SANITARY SEWER ANHOLE
10" DIP I.E.: 433.83'
10" VCP OUT I.E.: 433.77'
PROTECTION III 4 DIA. MANHOLE PROPOSED SEWER LINE CROSSING TO
19+41.68 PROPOSED DROP MH BE INSTALLED BY OPEN CUT. ROAD
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TOP EL: 436.91' •�
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TEMP. SILT FENCE
APPROXIMATE
9 ,STA.
WATTLE (TYP.) ��. I►I
15
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1 10" VCP IN I.E.: 4 6.75' ,, ,�
10" VCP OUT I.E.: 26.68' ( / a�.
(TYP.)
OUTLET TYP.
LEWIS ST. TO COUNTRY CLUB DR. 4 DIA. MANHOLE REPAIR TO MEET NCDOT STANDARDS
SANITARY SEWER MANHOLE III
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BORE PIT
TOP EL: 443.04' � 93366.30 STA. 22+36.97 /
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LOCATION
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10" VCP IN (SW) LE.: 435.03' ,k�I►I E: 211802 06 LEWIS ST. TO COUNTRY CLUB DR.
IN I.E.:
11 III �` 40 37i W
ABANDON BY �� / /
OTHERS / %\ '°'
EXISTING GRAVITY N54 33 18 E
10" DPP OUT E.) 1'4/
I I.E 440.86' - / N 930562.33 � p,3`q'
N �' ►IIS= 44,_ _ -8.24'26"E
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SEWER LINE TO 22.63
BE ABANDONED
vs FpU/L2'd 7802.21
I' CONCRETE I.E.: 438.35' `�- /
I _ _ ?9.5•-30_ 'g? �� / / PROXIMATE LOCATION
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N LINE ,I I LIMITS OF
DISTURBANCE 5 -
EXISTIN ETLAND
PER DETAILS _ _
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it\\\ I I . - _ A -,,_ �___ �� OF EXISTING 12" WATER LINE.
II I 1 �� ----- __ -�`' " --- - ;_ -_ -_ I �`� / CONTRACTOR TO VERIFY SIZE
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MATERIAL, LOCATION AND ELEVATION
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SANITARY SE�
TOP EL: 4382T� �
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27.73' j
OUT I.E� 427.69' _ _ -
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SANITi� Yl1� 1 MANIiE)CE // / /
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11 \ a I SANITARY SEWER MANHOLE �-� • »
g/ III I xAR` zx I TOP EL: 442.19' �� -`� �Ef(� S 5 7 38 1 W
T.
4" DIP IN I.E.: 438.77'
BUILDING p91.09
NOWN IN S(NE)E.E.4435.50' 35.59'\ / /- c
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APPROXIMATE ;'' �� I '� --�- s IOPOSED
' Res, EXISTING WETLA D
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VENTED MH 4-D
I DISTURBANCE - @ - �'�� �/
REPLACE EXISTING - �/ '� O
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BORE PIT i� I %'' �:��
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SANITARY SEWER MANHOLE
4' DIA. MANHOLE
STA. 14+73.37 ssMH
MANHOLE WITH , � j /
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S671 45 E
PROPOSED CLEANOUT, // \
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LOCATION �� APPROXIMATE TOP EL: 436.04'
\�--10"�C�IN LE.: 428.54'
I � RECEIVING PIT 10" VCP OUT I.E. 428.44'
LEWIS ST. TO COUNTRY CLUB DR.
N 930183.35
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120.63 » 445.37 '` �, J , (1 i
EXTEND EXIST. 4 DIP �I / / _ 2�8 44\ VV
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WITH PROPOSED 8 LF 4 DIP / / �, Z
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.zp LOCATION E: 2118441.38 PROPOSED MH 5-D / /
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AND TIE TO PROPOSED MH 8-D SANT ARY ,SER NHOLE
T E 7'E v
FH PROPOSED 113 L.F. BORE AND
I� JACK UNDER LEWIS STREET
4 DIA. MANHOLE
STA. 17+06.06
A MAN
PROPOSED 88 L.F. BORE AND JACK 'Nv 'N (1. VERT our
/18.
_:-21
T .E' ¢�VE T IN (NW)
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% CMP 18 STEEL ENCASEMENT PIPE WITH
I.E.: 435.70'
LEWIS ST. TO COUNTRY CLUB DR.
N 930291.11
� 439. RT N (SW) =
UNDER EXIST. RAILROAD TRACKS, / 442.30
PROPO ED 10-D
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0.281" WALL THICKNESS
RQ OSED MH 2-
E: 2118235.15 5
RR SPIKE
18" STEEL ENCASEMENT PIPE WITH PR�9 �
0.375" WALL THICKNESS, 6' COVER 4 DIA. ANHOLE
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co I/ WATERTIGHT LID APPROXIMATE
4 IA. MANHOLE EXISTING PROPERTY
®
A 22+77.36
FROM ENCASEMENT PIPE TO BASE 9 NOTE:
OF RAIL. REMAINDER OF ENCASEMENT LEWIS ST. TO COUI� R CLUB DR.
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FUTURE SEWER �, SST +L B. LINE PER CITY OF OXFORD
BY OTHERS Z ILL I ST. TO COUNTRY CLUB D GIS DATA (TYP.)
PIPE TO HAVE MIN. 4' COVER. // 930592.99
SANITARY SEWER MANHOLE : 2117775.92 CONTRACTOR TO PLACE OUTLETS
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IN
PROPOSED MH 6-D
(SHEETING AND SHORING REQUIRED, TOP EL: 454.64' / IN SILT FENCE IN LOW POINTS
INV. IN (NW) I.E.: 449.84'
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2
1 9 0117.96
4' DIA. MANHOLE
CONTRACTOR TO PROVIDE SEALED INV. IN (NE) I.E.: 449.39 � / ALONG EACH RUN
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APPROXIMATE I E: 2 18812.58
STA. 17+28.69
ENGINEER CALCULATIONS AND DESIGN. INV. OUT I.E.: 449.29' /
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LOCATION TEMPORARY 3 LF 10" DIP CONNECTION FROM MH 4-D TO
EX. MH. LEWIS ST. TO COUNTRY C1B DR.
/ FINAL DRAWING
EXISTING I EX. LINE TO REMAIN IN SERVICE UNTIL DOWNSTREAM N 9310277.98
SS
APPROXIMATE LOCATION ° �� -FOR REVIEW PURPOSES ONLY-
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WATER LINE LINE COMPLETE. WHEN DOWNSTREAM IS ACTIVE, PLUG CROSSING APPROX. 475 FT
FROM EXISTING WATER LINE / / �� NOT RELEASED FOR
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C-503. NCDOT CROSSING 734827Y / �S�
CONSTRUCTION
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PROFILE EXISTING 10" VCP TO BE ABANDONED EXISTING 10" VCP TO
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OR REMOVED AS REQUIRED. BE ABANDONED. 460
SCALE: HORIZ. 1"= 50'
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CONTRACTOR TO COORDINATE WITH CONTRACTOR TO
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VERT. 1"= 5' ENGINEER ABOUT PUMP AROUND VERIFY INVERTS IN
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INSTALLATION FIELD BEFORE OPEN
CUT
= Q • F-0 �
NOTE:
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NO BYPASS PUMPING
TO BE EXISTING 455
Q
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ROUTED OVER RAILROAD TRACK. RAILROAD
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TRACKS
ILL Q =-
ELEV.: 450.11'OF EXI TING 12" WATER LINE.
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LO CONTRACTOR TO VERIFY SIZE,
APPROXIMATE
450
0
APPROXIMATE
100 -YR FL OD
BORE
o o MATERIAL, LOCATION AND 450
PIT LOCATION o APPROXIMATE LOCATIONELEV ON
BORE PIT ri
1 0
ELEVATION: 439 0
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LO co 00 OF EXISTING 60' RIGHT OF WAY
ELEV.: 441.11
LOCATION 0
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TOPAPPROXIMATE
1.1 . 171 eqO00
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ELEV.: 430.17' oT_ g 3
RECEIVING
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ELEV.: 435.77' '•''� 44 �`' N
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PIT LOCATION
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BOTTOM GROUND
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ELEV.: 426.2 ELEVATION =
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THEORETICAL
MIN
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DIP
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PROPOSED SEWER LINE a Q 7ff% r.- V -N 430
1 DIP 09
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22.63 LF 10" PVC PROPOSED 88 L.F. BORE AND JACK CROSSING TO BE INSTALLED a �? ^ ��,
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@ 1.38% UNDER RAILROAD CROSSING, BY OPEN CUT. ROAD REPAIR M,. • ? z
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18" STEEL ENCASEMENT PIPE WITH TO MEET NCDOT STANDARDS N =N w z z~
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APPROXIMATE RECEIVING
0.375" WALL THICKNESS. a �Q j;o
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425
PIT LOCATION UNDER
RAILROAD
EXI (SHEETING AND SHORING REQUIRED) o aRE 7 �j 425
CRO N
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TOP ELEV.: 437.99'
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MIN. 6
BOTTOM ELEV.: 427.00'
OVER FRO TOP oc N o =
(n
J
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OF ENCASEMENT
PI E TO C4 ao a)
O o0 CoO M
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PROPOSED 113 L.F. BORE AND
BASE
F RAILRO D. orn oI. 0- ri an c i = oao Id -0 ao coKi NOTE: a Q 00-.
420
JACK UNDER LEWIS STREET,
REMAINDE
OF ENCA EMENT w� g� w •M w� Ui o� 00� PROPOSED PIPE MARKER SIGN n °'• q+ w •"� 420
18" STEEL ENCASEMENT PIPE
PIPE
TO HAV o o j •• o N w O+j w OVER SEWER LINE TO BE o MM '`'�
WITH MIN. 0.281" WALL THICKNESS.
MIN
4' COVER z� M z0 N 4- J M •0 O z� M oz z0 INSTALLED AT RAILROAD cnUJI -mc� N w M •. =0)
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9+00 10+00 11+00 12+00 13+00
14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00
SHEET
1 5/25/18 BJR REVISED PER LAND QUALITY SECTION REVIEW
cmi
10
NO. DATE BY REVISION DESCRIPTION

PLAN
APPROXIMATE LOCATION
OF SEWER SERVICE
�� \I \
�� �50
Q 11/1091
PROPOSED 8
Z
ROPOSED MH 4-A
�TO RECONNECT WITH
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15o
•
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MANHOLE DIA.
,\
CLEAN OUT / od
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STA. 12+96.41
N: 92750.89
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= 50 FEET
1-85 OUTFALL
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E: 2122976.20
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APPROXIMATE LOCATION
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EXISTING WATER LINE
6' ` OUTLET (TYP.)
x
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EXISTING RIGHT
OF WAY
Z O,
PROPOSED
SILT FENCE
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TEMPORARY
(TYP.)
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PROPOSED MH 5-A
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PROPOSED MH
5 MANHOLE DIA.
STA. 20+92.66
7-A
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PROPOSED 10 n
W
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N
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(TYP.) I �
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CONTRACTOR TO PLACE OUTLETS
IN SILT FENCE IN LOW POINTS
W o
Z x
ROPOSED 10"
20' PERMANENT
_
- �� X �� N
ALONG EACH RUN
FINAL DRAWING
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UTILITY EASEMENT �� \ `' `� ��
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30' TEMPORARY ' \ �� \ ��
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NOTES:
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EXISTING MANHOLE
�\
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LIMITS OF CONSTRUCTION
EASEMENT ` `, `, `
��,
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-
1. SEE SHEET G-002 FOR PROJECT SPECIFIC NOTES
=
00
N Ne
STA. 10+00.00
\\�
\ \ \
DISTURBANCE
` �` ��
/ g `� %�
2. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BYPASS
PUMPING OPERATIONS DURING MANHOLE
= o
N: 927418.82
E: 2122765.59%�
\ \ \
, o /
''
ABANDONMENTS, TIE-INS, MANHOLE REPLACEMENTS, ETC.
°�
° °
=�� ° °°°°°°*ems ''
PROPOSED MH 3-A
C.
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o\i
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\\PROPOSED
3. CONTRACTOR TO NOTIFY HOMEOWNER OF ANY UTILITY SHUTDOWNS
48 HOURS IN ADVANCE WITH`�
'
4' MANHOLE DIA.
RECEIVING PIT ��` \�-
' . �' 145 L.F. OF
LETTERS OR DOOR HANGERS.
4. CE SEWER LATERAL FROM MAIN TO CLEAN OUT.
CLEAN OUT TO BE INSTALLED IF NONE
\ \ \ \\ \ \ STA. 11+34.88 ;,- '= j� 8" STEEL CASING 0.281
EXISTING STORM DRAIN
TO BE RELOCATED
\\
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N: 927389.92
E: 2122897.34
v-'
\ =
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V1�ALL THICKNESS INSTALLED
EX. 10 VCP BYE BORING AND JACKINGfn
EXISTS.
5. CONTRACTOR SHALL RE-ESTABLISH SERVICES THE SAME
DAY AS SHUTDOWNS WHENEVER
�\\---- /��,
POSSIBLE.
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PROPOSED MH 6-A
6. ALL SEWER SERVICE LATERALS TO BE CONNECTED AFTER THE SYSTEM HAS BEEN INSPECTED AND
APPROVED.
�
_
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5' MANHOLE DIA.
7. CONTRACTOR SHALL FIELD LOCATE ALL EXISTING WATER
AND PROOPOSED SERVICE CONFLICTS
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USE LONG SPAN DIP
FOR ALL AERIAL CROSSINGS
j }
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STA. 19+19.97
N: 927315.47
WITH THE PROPOSED SEWER LINE.
8. CONTRACTOR SHALL KEEP NEW SEWER LATERALS AS CLOSE
AS POSSIBLE TO EXISTING LATERALS.
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/
E: 2123403.90
PROPOSED CONCRETE '
Iii
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9. CONTRACTOR SHALL REPAIR ALL DAMAGED ASPHALT IN
ACCORDANCE WITH DETAILS ON SHEET
W
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PIERS PER DETAILS
I I I ►
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C-502.
U LL
_
10. ALL SERVICE LINES PROPOSED FOR INSTALLATION BY PNEUMATIC PIERCING TOOL OR OPEN CUT
WITH NO PAYMENT FOR ASPHALT OR AS APPROVED BY
ENGINEER.
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1 5/25/18 BJR REVISED PER LAND QUALITY SECTION REVIEW
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NO. DATE BY
REVISION DESCRIPTION
J
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450
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16+00 17+00 18+00
19+00 20+00
21+00 22+00 23+00
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Cn
PROPOSED 8"/1011
PLAN
EXISTING RIGHT
INSTALL BY OPEN CUT
THROUGH RALEIGH ST
(� c
rT1 Z
GRAVITY SEWER
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OF WAY
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` FOR ALL AERIAL CROSSINGS
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DISTURBANCE
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4 MANHOLE DIA."-
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ST�.�36+59.47
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TEMP. SILT FENCE
PROPOSED MH 9-A
IN: 36��
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4 MANHOLE DIA.
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EXISTING
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10" VCP PROPOSED SEWER LINE CROSSING
TO
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STA. 32+58.97
GRAVITY BE INSTALLED BY OPEN CUT.
ROAD
°o °e ,
d ,°���.,;
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N: 927802.33SEWER
REPAIR TO MEET NCDOT STANDARDS
E: 2124628.56
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SEE SHEET G 002 FOR PROJECT SPECIFIC NOTES
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BYPASS PUMPING OPERATIONS
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DURING MANHOLE ABANDONMENTS, TIE-INS, MANHOLE REPLACEMENTS, ETC.
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IN ADVANCE WITH LETTERS OR DOOR HANGERS.
■
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PERMANENT
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NOTE:
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UTILITY EASEMENT SEWER
5.
CONTRACTOR SHALL RE-ESTABLISH SERVICES THE SAME DAY AS SHUTDOWNS
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PROPOSED CONCRETE
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CONTRACTOR TO PLACE OUTLETS
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30' TEMPORARY
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6.
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IN SILT FENCE IN LOW POINTS
�
CONSTRUCTION EASEMENT
PIERS PER DETAILS
GRAVITY SEWER LINE
BEEN INSPECTED AND APPROVED.
ALONG EACH RUN
U
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7.
CONTRACTOR SHALL FIELD LOCATE ALL EXISTING WATER AND PROOPOSED
U
3:
PROPOSED TEMPORARY \
SERVICE CONFLICTS WITH THE PROPOSED SEWER LINE.
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8-A
SILT FENCE (TYP.)
8.
CONTRACTOR SHALL KEEP NEW SEWER LATERALS AS CLOSE AS POSSIBLE TO
Q
x
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4' MANHOLE DIA.
EXISTING LATERALS.
FINAL DRAWING
0-
0
STA. 24+10.72
9.
CONTRACTOR SHALL REPAIR ALL DAMAGED ASPHALT IN ACCORDANCE WITH
W
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N: 927465.92
DETAILS ON SHEET C-502.
-FOR REVIEW PURPOSES ONLY-
0�
0
E: 2123864.14
10.
ALL SERVICE LINES PROPOSED FOR INSTALLATION BY PNEUMATIC PIERCING
NOT RELEASED FOR
W
TOOL OR OPEN CUT WITH NO PAYMENT FOR ASPHALT OR AS APPROVED BY
CONSTRUCTION
1 5/25/18 BJR REVISED PER LAND QUALITY SECTION REVIEW
zUL
ENGINEER.
NO. DATE BY
REVISION DESCRIPTION
z
J
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Q
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465
SCALE: H RIZ. 1 "= 50'
465W
W
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V RT. 1"= 5'
07
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SEWER LINE CROSSING TO
BE
INSTALLED BY OPEN CUT. ROAD
ti
REPAIR
TO MEET NCDOT STANDARDS0
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NOTES:
W
PLAN
1.
SEE SHEET G-002 FOR PROJECT SPECIFIC NOTES
u
W Z
50 0 25 50
100
150
Q 1� 11
PROPOSED 8 1 O
2.
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BYPASS PUMPING OPERATIONS
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DURING MANHOLE ABANDONMENTS, TIE-INS, MANHOLE REPLACEMENTS, ETC.
G RAV I TY SEWER LINE
3.
CONTRACTOR TO NOTIFY HOMEOWNER OF ANY UTILITY SHUTDOWNS 48 HOURS
C"'{ Z u
IN ADVANCE WITH LETTERS OR DOOR HANGERS.
a
GRAPHIC SCALE
I INCH - 50
FEET
4.
REPLACE SEWER LATERAL FROM MAIN TO CLEAN OUT. CLEAN OUT TO BE
1-85 OUTFALL
INSTALLED IF NONE EXISTS.
w
FINAL DRAWING
5.
CONTRACTOR SHALL RE-ESTABLISH SERVICES THE SAME DAY AS SHUTDOWNS
H Z
-FOR REVIEW PURPOSES ONLY-
WHENEVER POSSIBLE.
6.
ALL SEWER SERVICE LATERALS TO BE CONNECTED AFTER THE SYSTEM HAS
Z °°
NOT RELEASED FOR
BEEN INSPECTED AND APPROVED.
Z
CONSTRUCTION
7.
CONTRACTOR SHALL FIELD LOCATE ALL EXISTING WATER AND PROOPOSED
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o x
LIMITS OF
8.
CONTRACTOR SHALL KEEP NEW SEWER LATERALS AS CLOSE AS POSSIBLE TO
DISTURBANCE
EXISTING LATERALS.
in.
9.
CONTRACTOR SHALL REPAIR ALL DAMAGED ASPHALT IN ACCORDANCE WITH
N
I
CONCRETE DRIVE
DETAILS ON SHEET C-502.
Z z
CENT SNS FAM of NC
PROPOSED MH 15-A
10.
ALL SERVICE LINES PROPOSED FOR INSTALLATION BY PNEUMATIC PIERCING
>0
FAWY TRUST
oum L"
4' MANHOLE DIA.
M ATCH LI N E STA.
44+75
,/ ----------TOOL
OR OPEN CUT WITH NO PAYMENT FOR ASPHALT OR AS APPROVED BY
¢
R�u.olaN sr
0D' M 27565
oxFcrm,
I EXISTING WETLAND
STA. 40+44.35
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N: 928286.07
E: 2125247.08
PROPOSED WATER LINE TO � �- I' �,'
ti
INSTALLED DURING
GROJE
II
CFaM&
ou7m ump I
OxF=, NC, 27565
� XISTING WATER LINE
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40 PERMANENT
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04
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40 00
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, V.
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STA. 44+11.74_
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E: 2125576.70
•
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-- - - - - t - _- -
_
-
=
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a
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(��RRMALE TEMP. SILT FENCE
� �� �\`� -�
_---
PROPOSED 10"
TEMP. SILT
APPROXIMATE
I'
---- _— __
i�n'i I-- �, I ��
\ o `' -
ESTI G 10� CPQ / k i
', SEWER MAIN TEMP. SILT FENCE
',
��� °° V
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OUTLET TYP. _-----�
27s� '��� ( )
GRAVITY SEWER LINE
FENCE (TYP.)
EXISTING PROPERTY
\ EXITING FENCE
LLJ \\ \ \\��
�'��� ,OUTLET TYP.
'� , (TYP.)
\\
_
LINE PER CITY OF OXFORD
CONCRETE
/
I P CASED WATER VINE TO �6�� � � •♦
0 ■
TEMP. SILT FENCE
GIS DATA (TYP.)
J ■\
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INSTALL BLOW OFF
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ASSEMBLY
Q �I
A. 45+7 .92
28591. II
�s \ / N:?2125492.29
� .•' \�,\v� X11
I , PROPO�ED MH 184A ,•♦ G` `� '� G
♦ P`�
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', 4' MANHOLE DIA. M N��
S
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\, EXISTING CONCRETE
STA. 49+78.47
N: 928933.71 NOTE:
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BLOCK COLUMN
LIMITS OF E: 2125284.18
2iU
APPROXIMATE
DISTURBANCE CONTRACTOR TO PLACE OUTLETS
W
U Lim
=
EXISTING PROPERTY
IN SILT FENCE IN LOW POINTS
LINE PER CITY OF OXFORD
ALONG EACH RUN
0
GIS DATA (TYP.)
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1 5/25/18 BJR REVISED PER LAND QUALITY SECTION REVIEW
LU
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NO. DATE BY REVISION DESCRIPTION
z UL
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U
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SCALE: HORIZ. 1 "= 50'
w
W
VERT. 1"= 5'
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CV
475
475
EXISTING 6" WATER LINE
470
470
EXISTING
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465
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18
38+00 39+00
40+00 41+00 42+00
43+00
44+00 45+00
46+00
47+00 48+00
49+00 50+00 51+00

PROPOSED WATER LINE TO TIE TO EXISTING PROPOSED WATER LINE TO BE
EXISTING LINE ELECTRIC LINE INSTALLED DURING SEWER
PROJECT
WATER LINE TO BE INSTALLED BY EXISTING EDGE EXISTING
OTHERS PRIOR TO SEWER OF PAVEMENT
CURB AND GUTTER
CONSTRUCTION. � EXISTING
z GAS LINE I I
-467 6� \� / �` y��l-J \� \_ �� _ PROPOSED WATER LINE TO TIE 11
-_ �_ _ w 476 _� ��_ _ _ - _ TO EXISTING WATER LINE 1
-----w-----w-----w- �- \'- - _AIC474471 _ -- - 11
_ f - 12+00 3
----w-----w- ' G��- 272.38 -c �' c 11+00
f --iI3WMI�-A- - - - -
E _ --w-- - - -w--� ---�- - S50'29'36"W--w--7�
-- ------ E -- - -� w-- - AVE 287.00
------- \ --\ E E -__ __ ,` "-----w-----w----_�
'� PROPOSED MH 23-A
EXISTING MANHOLE / \ �� , ^ 472 ^ r \ 5' 1GIANF#OL DiP� - -
I 4' MANHOLE DIA. / �� EYE 1146 �) o �,- STA. 56+0 .63
E ISTING � \ � 7 �� ;� ur)
-ATER LINE
STA. 58+75.82 / ELECTRIC LINE I - LIMITS of N: 929453. 5
N: 929308.40 I \ DISTURBANCE - n ,' 2125399.22
E: 2125168.99 // �� ��_ --- (TYP.) `h\ ROPOSED H 22-A
� � EXISTING ► �
WATER LINE-, MANHOL DIA.
a' - - A. 55+1 .50
/ 468- - '_ \� '-� i
�- `� N:929380. 8
v PROP&D WATE LI ,, �,� E: 212544 .56
/ -, _4 BE INS�TAU DURI o
APPROXIMATE LOCATION / _ 66��,\ISEW R\,PROJECT �,\ ��� LIMITS OF
EXISTING 8 SEWER LINE `-464-�65� �� `� �� cMn i DISTURBANCE
\
US�-SONGAN�f�--- 11 PROPOSED MH 21-A
i
-FOR L ERA CROSSINGS MANHOLE DIA.
° g
54+24.16
\
TEMP. FORD s, �� ` ,/ I/`� N:92J3fl .37
STREAM < __\ _ �i ,' .� I E: 212549.
CROSSING -46p- ` I / / - I I` / EXISTING SEWER
■ s�_ _ TEMP.
�■ `� ' -4s8 , SILT FENCE \ �' �� I i
■ ��Ss ��,\ (TYP.)
■ \S`rty_ `�
C) ST EDAM 0/ / i �_ �, - �" EXISTING 10" VCP
�� �� ' - ,-` SEWER MAIN
i ■ ' I ,4s�
4S3 \ ; `5� /s _r-
z1 \ I s \ EXISTING 8 VCP
\-5-- I REPLACE SEWER MAIN
OL :,. ��- - EXIT NG EWER
• 19"--s.� �- , EXISTING 10" VCP
o , �� / / I EASE T SEWER MAIN
TEMP. I PR SED H 20-A
SILT FENCE MANHO DIA.
OUTLETTYP. I
OUTLET(TYP.) STA. 52+64.81
� (S► \� // / / I N: 929146.54
EXISTING 15" RCP E: 21 5475.92
/ STORM DRAIN
O / EXISTING 10" VCP
O ; \ SEWER MAIN
' PROPOSED CONCRETE
PIERS PER DETAILS
PLAN
so 0 25 so goo iso
GRAPHIC SCALE I INCH = 50 FEET
12 87
EXISTING MANHOLE
4' MANHOLE DIA.
STA. 12+87.00
N: 929636.53
E: 2125620.66
TOP ELEV. 468.18
INV. OUT: 461.68
APPROXIMATE
EXISTING PROPERTY
LINE PER CITY OF OXFORD
GIS DATA (TYP.)
TO BE ABANDONED
PROPOSED 811/1011
1 011
G RAV I TY SEWER LINE
I-85 OUTFALL
NO. DATE BY
NOTE:
CONTRACTOR TO PLACE OUTLETS
IN SILT FENCE IN LOW POINTS
ALONG EACH RUN
FINAL DRAWING
-FOR REVIEW PURPOSES ONLY-
NOT RELEASED FOR
CONSTRUCTION
NOTES:
1. SEE SHEET G-002 FOR PROJECT SPECIFIC NOTES
2. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BYPASS
PUMPING OPERATIONS DURING MANHOLE ABANDONMENTS,
TIE-INS, MANHOLE REPLACEMENTS, ETC.
3. CONTRACTOR TO NOTIFY HOMEOWNER OF ANY UTILITY
SHUTDOWNS 48 HOURS IN ADVANCE WITH LETTERS OR
DOOR HANGERS.
4. REPLACE SEWER LATERAL FROM MAIN TO CLEAN OUT.
CLEAN OUT TO BE INSTALLED IF NONE EXISTS.
5. CONTRACTOR SHALL RE-ESTABLISH SERVICES THE SAME
DAY AS SHUTDOWNS WHENEVER POSSIBLE.
6. ALL SEWER SERVICE LATERALS TO BE CONNECTED AFTER
THE SYSTEM HAS BEEN INSPECTED AND APPROVED.
7. CONTRACTOR SHALL FIELD LOCATE ALL EXISTING WATER
AND PROOPOSED SERVICE CONFLICTS WITH THE
PROPOSED SEWER LINE.
8. CONTRACTOR SHALL KEEP NEW SEWER LATERALS AS
CLOSE AS POSSIBLE TO EXISTING LATERALS.
9. CONTRACTOR SHALL REPAIR ALL DAMAGED ASPHALT IN
ACCORDANCE WITH DETAILS ON SHEET C-502.
10. ALL SERVICE LINES PROPOSED FOR INSTALLATION BY
PNEUMATIC PIERCING TOOL OR OPEN CUT WITH NO
PAYMENT FOR ASPHALT OR AS APPROVED BY ENGINEER.
REVISION DESCRIPTION
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475
EXISTING_
EXISTING 6" WATER LINE 475
ROUND
470 470
485
APPROXIMATE LOCATION
EXISTING 8" WATER LINE
APPROXIMATE LOCATION
EXISTING 8" WATER LINE 485
C)
� Q w w c- -
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94. ,;
APPROXIMATE- LOCATIONAPPROXIMATE LOCATION
86.46 LF ,; )vc 8" PVC °
PROPOSED "WATER LINE PROPOSED 8" WATER LINE
460
0" DIP ® 0.40%
460
480
480
0.28% o
L.L
7777777/77777 =/,
Emu LLLL
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475
475
C!1 00
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FOR A' AERIAL
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PROPOSED CONCRETE
0� '
PIERS PER DETAILS
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465
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13 00 14+00
51+00

MA
::
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FINAL DRAWING
PLAN
APPROXIMATE
-FOR REVIEW PURPOSES ONLY-
BORE PIT EXISTING RIGHT
U o
NOT RELEASED FOR
so o zs sc1 ,00 iso
LOCATION OF WAY X94
USE G SPA DIP
Z
CONSTRUCTION
PROPOSED MH 10-E a5'
FO ALL AERIAL CROSSINGS
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NOTES:
GRAPHIC SCALE I INCH = 50 FEET
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5 DIA. MANHOLE
•
["{
STA. 32+41.74
_Z
a
1.
_
SEE SHEET G-002 FOR PROJECT SPECIFIC NOTES
,�
PROPOSED 18 SEWER LINETEMP.
CROSS COUNTRY (WEST -SOUTH)
FORD
2.
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BYPASS
N: 927146.95
STREAM CROSSING
w
PUMPING OPERATIONS DURING MANHOLE ABANDONMENTS,
CROSS COUNTRY (I - 85 - LEWIS STREET)
E: 2121196.42
I --I Z
3.
TIE-INS, MANHOLE REPLACEMENTS, ETC.
CONTRACTOR TO NOTIFY HOMEOWNER OF ANY UTILITY
PROPOSED MH 9-E
/ PROPOSED 30 L.F.
PROPOSED CONCRETE
U Z M
SHUTDOWNS 48 HOURS IN ADVANCE WITH LETTERS OR
5' DIA. MANHOLE
OF 30" STEEL ENCASEMENT
PIPE, 0.375" WALL THICKNESS BY
PIERS PER DETAILS
Z
DOOR HANGERS
SANITARY SEWER MANHOLE STA. 31+99.76
BORING AND JACKING
0 "
4.
REPLACE SEWER LATERAL FROM MAIN TO CLEAN OUT.
LIMITS OF
TOP EL: 413.02' CROSS COUNTRY WEST -SOUTH
18" VCP IN I.E.: 40 ( )
EXISTING SEWER MANHOLE
x
as
CLEAN OUT TO BE INSTALLED IF NONE EXISTS.
DISTURBANCE
18" VCP OUT 406.69' ��
N: 927151.15
�APPROXIMATE
S13022'03"E LOCATION of
TO BE REMOVED.
a M
5.
D�YTASCS�UTDOWNS WHENEVERR SHALL SH POSSIBLECES THE SAME
EXISTING WETLAND _ E: 121238.19 I. : 412 4 �� � 41.65 EXISTING 16" WATER
EXTEND EXISTING 8" VCP
N
s �gg:4��
�� T5"17'11
r
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WITH PROPOSED 8 L.F. 8 VCP
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6.
ALL SEWER SERVICE LATERALS TO BE CONNECTED AFTER
THE SYSTEM HAS BEEN INSPECTED AND APPROVED.
PROPOSED MH 7-E
-� R 4j�. _ _ _
''2 g. =__�-07.23 TREE LINE -
419`
/
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TIE TO PROPOSED MH 13-E
Z
--I
7.
CONTRACTOR SHALL FIELD LOCATE ALL EXISTING &
5' DIA. MANHOLE
�¢'� S a
408 c - /
s = ==--5-_- - /
SANITARY SEWER MANHOLE
�..� / TOP EL: 413.36'
��
,�/ R;
�I 1:14
PROPOSED WATER SERVICE CONFLICTS WITH THE
STA. 26+23.72
• _'� _
i 407- �� /Ss k
- -� '_/
/PROPOSED
,��� �[h 18" VCP IN I.E.: 407.56'
_�18" VCP OUT I.E.: 407.53'
� 05..0-
�I C�
W Q
PROPOSED SEWER LINE.
CROSS COUNTRY (WEST -SOUTH)
A� � �
��� ��� �EEk
_
� �
/
W
8.
CONTRACTOR SHALL KEEP NEW SEWER LATERALS AS
N: 927039.43
MH 8 -E -,°,k`' L_-
'�'�''N
41,
Z
CLOSE AS POSSIBLE TO EXISTING LATERALS.
E: 2121794.98
5 DIA. MANHOLE
9.
CONTRACTOR SHALL REPAIR ALL DAMAGED ASPHALT IN
STA. 29+92.53•s
„
i�
C.7
ACCORDANCE WIT DETAILS ON SHEET C-502.
i SS
CROSS COUNTRY (WEST -SOUTH) I.
411., 7'J ►'
,�� SANITARY SEWER MANHOLE
10.
ALL SERVICE LINE PROPOSED FOR INSTALLATION BY
_� 474-
N: 927066.03
TOP EL: 413.55'
8" PVC IN (W) I.E.: 409.32'
rTl O
F -I
PNEUMATIC PIERCING TOOL OR OPEN CUT WITH NO
- X4;2 -
E: 2121427.13
�� 18" VCP IN (N) I.E.: 408.00'
PAYMENT FOR ASP ALT OR AS APPROVED BY ENGINEER
N� 4"
PROPOSED CONCRETE /
��,
,8" VCP OUT LE.: 408.02
0
•r,�,., J„4! / y - :
PIERS PER DETAILS (MANHOLEAOVEREEXSTNGNLINE
TOP EL: 4
�O'
F, F / N69 00 31 E
�1 ,� ,, 8.19
� P
°off
�,o
.�3g �� �`,�5_407-
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d�
TEMP. SILT FENCE USE LONG SPAN DIP 15" VCP IN (W 09.37'
PROPOSED MH 12-E
�1NId0
'
_ a00o
,Q s -
2�2 0 SANITARY SEWER MANHOLE
�\N s' EL:VCP
35,N�
18" VC0 1NV. EXISTING PIPE 407.32'
FOR ALL AERIAL C SSINGS
, ,�a
= ° a°
lit r °
N
1111.E.: 405.92'
1 �� �' TOP
OUTLET (TYP.) °
5' DIA. MANHOLE
,��5, °�°
`� \ c9
_" o� o
' S °°
N 1 �oJ _
a�F�o
�' ,a" VCP OUT LE.: 405.89'
N8415 37 E
41.98
STA. 33+88.68
CROSS COUNTRY (WEST -SOUTH)
cv
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° °
° ° ° ; `'.'
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• 0 .�;a6 ,N s , I
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PROPOSED
�
PERMANENT 20
UTILITY EASEMENT
PROPOSED TEMPORARY PROPOSED MH 11-E
SILT FENCE TYP.
(TYP.) �,a� 5 DIA. MANHOLE
N: 927230.73
E: 2121090.79
1
\ �
\ I\0000
�� ��Y
STA. 32+83.38
PROPOSED MH 13-E
_toto
♦
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0
2
PROPOSED CONCRETE
CROSS COUNTRY (WEST- SOUTH)
,
5 DIA. MANHOLE.5;
\
PIERS PER DETAILS
N: 927187.47
STA. 35+76.48
\� ��
SA TARY SEWER MANHOLE
• TOP EL: 412.76'
1 ' VCP IN I.E.: 405.35'
1
USE LONG SPAN DIPgoLJ__I
E: 2121186.79
APPROXIMATE
EXISTING PROPERTY
CROSS COUNTRY (WEST -SOUTH)
Z
18" CP OUT I.E.: 405.31'
W
N: 927363.14
�• \�
1
Z W
FOR ALL AERIAL CROSSINGS
LINE PER CITY OF OXFORD
GIS DATA (TYP.) APPROXIMATE
i
/
E. 2120957.61 ♦ ♦ \�\\v Cj
W
�
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TEMP. SILT FENCE
�
RECEIVING PIT PROPOSED TEMPORARY P�
cJC \
WU
=
OUTLET (TYP.)
LOCATION
SILT FENCE (TYP.)
i
O
PROPOSED MH 6-E
U O`�
REDDING
RINDUSTRY
5' DIA. MANHOLE
407MSHALL E
DRTRUSTEE
NOTE:
W
STA. 23+80.99
Q I
OXFORD, NC, 27565
O
CROSS COUNTRYWEST-SOUTH
( )
12
CONTRACTOR TO PLACE OUTLETS
-
Z
N: 927035.33
IN SILT FENCE IN LOW POINTS
E: 2122037.68
ALONG EACH RUNLiLij
U
Z
C/)O
PROFILE
Q
U
440
SCALE: HORIZ. 1 "= 50'
440
w
w
J
VERT. 1"= 5' EXISTING 16" WATER
LINE>
W
J
(MATERIAL, LOCATION
i
AND ELEVATION
ARE
APPROXIMATE.
Z
435
CONTRACTOR TO VERIFY
435
Q
IN FIELD)
0
CV
Ur
430
Ld
430
APPROXIMATE
i
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BORE PIT LOCATION
a
TOP ELEV.: 418.14
"? • o
a oo air
Q
_
^
BOTTOM ELEV.: 406.39'
0X00
APPROXIMATE RECEIVING
_ �� oL00
"105
rn
oN 0
425 ao
N
GRADE 14
w ,�
N =N w
¢ w- o PIT LOCATION
Jcfl 0 425
w=+ w
C m LL > > :)
Q o w �;
. • o
w
Oo
ao ao RCP ST RM PIPE
H O >; TOP ELEV.: 417.94
w
o z M ,,., 0 z 0
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= 0� (p to
_
-- BOTTOM ELEV.: 406.45
-
0 �Qa z
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SEWER
�Q
00
i
400
PROPOSED CONCRETE _ -O%w,� o
z 0 • aor-
400
O
PROPOSED CONCRETE
PIERS PER DETAILS Lu 74cy)°'
w� • vo PROPOSED 30 L.F.
PROPOSED CONCRETE
PIERS PER DETAILS
w z+w
SPAN DIP
w z OF 30" STEELLONG
PIERS PER DETAILS
W
O ¢ w 0
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F rAd"I" AERIAL CR ;SINGS o a¢
O a z>; 0.375" WALL THICKNESS
13- In(n1­- _
a 10 (n m__ BY BORING AND JACKING
22+50 23+00 24+00
25+00 26+00 27+00
28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00
36+00 37+00
SHEET
1 5/25/18 BJR REVISED
PER LAND QUALITY SECTION REVIEW
C=1 21
NO. DATE BY
REVISION DESCRIPTION

w
Ir
L1
PLAN
NOTES:
w tn
0
50 0
25 50 100 iso
1. SEE SHEET G-002 FOR PROJECT SPECIFIC NOTES
Z v
2. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BYPASS PUMPING
EXISTING
SEWER MANHOLE
OPERATIONS DURING MANHOLE ABANDONMENTS, TIE-INS, MANHOLE
TO BE REMOVED.
GRAPHIC SCALE
1 INCH = 50 FEET
REPLACEMENTS, ETC.
C"'{ Z u
EXTEND
��
EXISTING 8 VCP3.
CONTRACTOR TO NOTIFY HOMEOWNER OF ANY UTILITY SHUTDOWNS 48
WITH PROPOSED 8 L.F. 8" VCP,
W
HOURS IN ADVANCE WITH LETTERS OR DOOR HANGERS
Q+
TIE TO PROPOSED MH 16-E
PROPOSED 18" SEWER LINE
4. REPLACE SEWER LATERAL FROM MAIN TO CLEAN OUT. CLEAN OUT TO
w
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5/25/18
BJR
REVISED PER LAND QUALITY SECTION REVIEW
NO.
DATE
BY
REVISION DESCRIPTION

10'-0"
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NOTE: ALL REBAR DIMENSIONS ARE O.C.
CONCRETE PAD
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NOTES:
1. CONCRETE SHALL ATTAIN A COMPRESSIVE STRENGTH OF 3000 PSI WITHIN 28 DAYS AND SHALL BE
AIR ENTRAINED.
2. ALL CONCRETE SHALL BE READY MIX CONCRETE MANUFACTURED AND DELIVERED IN ACCORDANCE
WITH THE REQUIREMENTS OF ASTM DESIGNATION C94.
3. LONG SPAN PIPE SHALL NOT BE INSTALLED UNTIL CONCRETE HAS ACHIEVED FULL DESIGN STRENGTH.
4. SEE STRAP/ANCHOR DETAILS FOR ADDITIONAL INFORMATION.
5. CONCRETE PIER SHALL BE PAID AT UNIT PRICE PER BID SCHEDULE. CONCRETE PAD UNDER PIERS
(IF REQUIRED) SHALL BE PAID AS MISCELLANEOUS CONCRETE UNIT PRICE PER BID SCHEDULE.
S CONCRETE PIER AND FOUNDATION - LARGE
L9 UPDATED MARCH, 2017
NOT TO SCALE
APPROX. 12' (TYP)
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DESIGN �AND ,LOCATION PER PLANS.
NOTE: LONG SPAN PIPE SHALL BE USED FOR UNSUPPORTED SPANS
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REQUIREMENTS. SHOP DRAWINGS FOR LONG SPAN PIPE SHALL BE
SUBMITTED AND APPROVED PRIOR TO INSTALLATION.
TS ELEVATED CROSSING
'� 8 UPDATED MARCH, 2017
NOT TO SCALE
SPAN
11
11
<4'-0'"
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PIER CONCRETE PAD EXTENDS 1'
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INTO PIER FOOTING AND ANCHOR
WITH EPDXY GROUT SYSTEM.
SECTION
VARIES
2'-6" DEEP CONCRETE PAD TO BE
CONSTRUCTED OF 3000 PSI CONCRETE
IF BED ROCK NOT FOUND
NOTES:
1. CONCRETE SHALL ATTAIN A COMPRESSIVE STRENGTH OF 3000 PSI
WITHIN 28 DAYS AND SHALL BE AIR ENTRAINED.
2. ALL CONCRETE SHALL BE READY MIX CONCRETE MANUFACTURED
AND DELIVERED IN ACCORDANCE WITH THE REQUIREMENTS OF ASTM
DESIGNATION C94.
3. SEE STRAP/ANCHOR DETAILS FOR ADDITIONAL INFORMATION.
4. CONCRETE PIER SHALL BE PAID AT UNIT PRICE PER BID SCHEDULE.
CONCRETE PAD UNDER PIERS (IF REQUIRED) SHALL BE PAID AS
MISCELLANEOUS CONCRETE UNIT PRICE PER BID SCHEDULE.
S CONCRETE PIER - SMALL
20 UPDATED MARCH, 2017
NOT TO SCALE
2� 1/2"
3' �I
BOLT DIA. + 1/16"
NOTES:
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2. FOR PIPE 24" AND LARGER USE 1" DIA. BOLTS.
3. HOLES TO BE DRILLED IN STRAP.
4. PROVIDE WASHERS UNDER STRAP SUCH THAT STRAP IS PULLED DOWN TIGHT.
rS_'N PIPE STRAP FOR PIERS
2 UPDATED MARCH, 2017
NOT TO SCALE
)IA. BOLT
CAST IRON WITH "SEWER" CAST IN
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C-504

EROSION CONTROL MEASURES SELF INSPECTION
1. THE FINANCIALLY RESPONSIBLE PARTY, LANDOWNER, OR THEIR AGENT SHALL CONDUCT INSPECTIONS OF
ALL EROSION CONTROL DEVICES AND PRACTICES IN ACCORDANCE WITH NCDENR DIVISION OF LAND
RESOURCES REQUIREMENTS FOR SELF INSPECTION.
2. A SELF INSPECTION SHALL BE PERFORMED AFTER EACH PHASE OF THE APPROVED SEDIMENT AND
EROSION CONTROL PLAN IS COMPLETE. THIS SHALL INCLUDE BUT SHALL NOT BE LIMITED TO THE
FOLLOWING:
2.1. INSTALLATION OF PERIMETER EROSION AND SEDIMENT CONTROL
MEASURES.
2.2. CLEARING AND GRUBBING OF EXISTING GROUND COVER.
2.3. COMPLETION OF ANY PHASE OF GRADING OF SLOPES OR FILLS.
2.4. INSTALLATION OF STORM DRAINAGE FACILITIES.
2.5. COMPLETION OF CONSTRUCTION OR DEVELOPMENT
2.6. ESTABLISHMENT OF PERMANENT GROUND COVER SUFFICIENT TO
RESTRAIN EROSION.
3. PERSON PERFORMING INSPECTION MAY USE THE STANDARD FORM PROVIDED BY NCDENR DIVISION OF
LAND RESOURCES OR MAY MARK UP A SINGLE COPY OF THE APPROVED SEDIMENT AND EROSION
CONTROL PLAN. ANY DOCUMENTATION OF THE SELF INSPECTIONS SHALL BE MAINTAINED ON-SITE AND
MADE AVAILABLE TO THE EROSION CONTROL INSPECTOR.
4. THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN 2006 TO REQUIRE THAT PERSONS
RESPONSIBLE FOR LAND -DISTURBING ACTIVITIES INSPECT A PROJECT AFTER EACH PHASE OF THE
PROJECT TO MAKE SURE THAT THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN IS BEING
FOLLOWED. RULES DETAILING THE DOCUMENTATION OF THESE INSPECTIONS TOOK EFFECT OCTOBER 1,
2010. AS OF AUGUST 1, 2013 THE SELF -INSPECTION PROGRAM WAS COMBINED WITH THE WEEKLY
SELF-MONITORING PROGRAM OF THE NPDES STORMWATER PERMIT FOR CONSTRUCTION ACTIVITIES. THE
FOCUS OF THE SELF -INSPECTION REPORT IS THE INSTALLATION AND MAINTENANCE OF EROSION AND
SEDIMENTATION CONTROL MEASURES ACCORDING TO THE APPROVED PLAN. THE INSPECTIONS MUST BE
CONDUCTED AFTER EACH PHASE OF THE PROJECT, AND CONTINUED UNTIL PERMANENT GROUND COVER IS
ESTABLISHED IN ACCORDANCE WITH NCGS 113A-54.1 AND 15A NCAC 48.0131. A COMBINED
SELF -INSPECTION / SELF-MONITORING FORM IS AVAILABLE AT THE FOLLOWING WEB ADDRESS:
http: //portal.ncdenr.org/web/Ir/erosion . IF YOU HAVE ANY QUESTIONS OR CANNOT ACCESS THE FORM,
PLEASE CONTACT THE LAND QUALITY SECTION AT [phone].
MAINTENANCE PLAN
PERMANENT SEEDING SCHEDULE
IN ROADWAY AREAS:
MARCH 1 - AUGUST 31:
ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND OPERATION
SEED MIX:
RATE:
TALL FESCUE
50 LB/AC
CENTIPEDE
10 LB/AC
BERMUDAGRASS (HULLED)
25 LB/AC
SOIL AMENDMENTS:
RATE:
FERTILIZER (10-20-20)
500 LB/AC
LIMESTONE
4000 LB/AC
SEPTEMBER 1 - FEBRUARY 28:
SEDIMENT WILL BE REMOVED FROM THE TEMPORARY ROCK CHECK DAMS WHEN STORAGE CAPACITY HAS
SEED MIX:
RATE:
TALL FESCUE
50 LB/AC
CENTIPEDE
10 LB/AC
BERMUDA GRASS (UNHULLED)
35 LB/AC
SOIL AMENDMENTS:
RATE:
FERTILIZER (10-20-20)
500 LB/AC
LIMESTONE
4000 LB/AC
12 R111/[.II1210*i]:i:0111%1:42FIVI
MARCH 1 - AUGUST 31:
ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND OPERATION
SEED MIX:
RATE:
TALL FESCUE
25 LB/AC
BERMUDAGRASS (HULLED)
75 LB/AC
SOIL AMENDMENTS:
RATE:
FERTILIZER (10-20-20)
500 LB/AC
LIMESTONE
4000 LB/AC
1.
ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND OPERATION
FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL, BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY
SEPTEMBER 1 - FEBRUARY 28:
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NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED.
SEED MIX:
RATE:
2.
SEDIMENT WILL BE REMOVED FROM THE TEMPORARY ROCK CHECK DAMS WHEN STORAGE CAPACITY HAS
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BEEN APPROXIMATELY 50 PERCENT FILLED. RIPRAP WILL BE REPLACED WHEN NECESSARY OR AS
TALL FESCUE
75 LB/AC
2
DIRECTED BY THE ENGINEER.
BERMUDAGRASS (UNHULLED)
35 LB/AC
3.
SEDIMENT SHALL BE REMOVED FROM HIGHWAY ON A DAILY BASIS OR AS DIRECTED BY THE ENGINEER.
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4.
SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES APPROXIMATELY 0.5
SOIL AMENDMENTS:
RATE:
FOOT DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A
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BARRIER.
FERTILIZER (10-20-20)
500 LB/AC
5.
ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY OR AS DIRECTED BY THE ENGINEER,
LIMESTONE
4000 LB/AC
0
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AND MULCHED ACCORDING TO SPECIFICATIONS TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER.
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THE TEMPORARY CONSTRUCTION ENTRANCE SHALL BE MAINTAINED BY ADDING ADDITIONAL STONE AS
MULCH:
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NECESSARY OR AS DIRECTED BY THE ENGINEER.
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APPLY 4,000 LB/ACRE GRAIN STRAW OR
EQUIVALENT COVER OF ANOTHER SUITABLE MULCH. ANCHOR
7.
ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND OPERATION
BY TACKING WITH ASPHALT, ROVING, NETTING,
OR BY CRIMPING WITH A MULCH ANCHORING TOOL. A DISK
FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL, BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY
WITH BLADES SET NEARLY STRAIGHT CAN BE
USED AS A MULCH ANCHORING TOOL.
NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS NEEDED.
MAINTENANCE:
TEMPORARY SEEDING SCHEDULE
REFERTILIZE THE FOLLOWING APRIL WITH
50 LB/ACRE NITROGEN. REPEAT AS GROWTH REQUIRES. MAY
BE MOWED AS OFTEN AS NEEDED.
(TO
TEMPORARILY STABILIZE DENUDED AREAS THAT WILL NOT BE BROUGHT TO FINAL GRADE FOR A PERIOD
NOTE: SEE NCDOT'S LATEST STANDARDS FOR
STABILIZATION FOR MORE INFORMATION.
OF
15 WORKING DAYS)
SEEDING DATES: DECEMBER 1 THRU APRIL 15
SEEDING MIXTURE: SPECIES RATE (LBS/AC)
RYE (GRAIN) 120
ANNUAL LESPEDEZA (KOBE) 50
OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT TO EXTEND BEYOND JUNE
SOIL AMENDMENTS:
FOLLOW SOIL TESTS OR APPLY:
2,000 LBS/AC LIMESTONE AND
750 LB/AC 10-10-10 FERTILIZER
MULCH: 4,000 LBS/AC - ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING
TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
MAINTENANCE: REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH
IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
SEEDING DATES: APRIL 15 - AUGUST 15
SEEDING MIXTURE: SPECIES RATE (LBS/ACj
GERMAN MILLET 40
SOIL AMENDMENTS:
FOLLOW SOIL TESTS OR APPLY:
2,000 LBS/AC LIMESTONE AND
750 LB/AC 10-10-10 FERTILIZER
MULCH: 4,000 LBS/AC - ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OF A MULCH ANCHORING
TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
MAINTENANCE: REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH
IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
SEEDING DATES: AUGUST 15 THRU DECEMBER 15
SEEDING MIXTURE: SPECIES RATE (LBS/AC)
RYE (GRAIN) 120
SOIL AMENDMENTS:
FOLLOW SOIL TESTS OR APPLY:
2,000 LBS/AC LIMESTONE AND
1,000 LB/AC 10-10-10 FERTILIZER
MULCH: 4,000 LBS/AC - ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OF A MULCH ANCHORING
TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
MAINTENANCE: REPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATELY. TOPDRESS WITH 50 LBS/AC OF
NITROGEN IN MARCH. IF IT IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE 15, OVERSEED WITH
50 LBS/AC KOBE IN LATE FEBRUARY OR EARLY MARCH
PERMANENT SEEDING OF GRASS LINED CHANNELS
(GRASS -LINED CHANNELS, COASTAL PLAIN AND LOWER PIEDMONT, NCDENR STD. SEEDING TABLE 6.11j)
SEEDING DATES:
APRIL - JULY
SEEDING MIXTURE:
SPECIES: RATE:
COMMON BERMUDAGRASS 40-80 LB/AC (1-2 LB/1000SF)
SOIL AMENDMENTS:
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 3000 LB/AC GROUND AGRICULTURAL
LIMESTONE AND 500 LB/AC 10-10-10 FERTILIZER.
MULCH:
USE A ROLLED EROSION CONTROL PRODUCT TO COVER THE BOTTOM OF CHANNELS AND DITCHES. THE
LINING SHOULD EXTEND ABOVE THE HIGHEST CALCULATED DEPTH OF FLOW. ON CHANNEL SIDE SLOPES
ABOVE THIS HEIGHT, AND IN DRAINAGES NOT REQUIRING TEMPORARY LININGS, APPLY 4000 LB/AC GRAIN
STRAW AND ANCHOR STRAW BY STAPLING NETTING OVER THE TOP.
MAINTENANCE:
A MINIMUM OF 3 WEEKS IS REQUIRED FOR ESTABLISHMENT. INSPECT AND REPAIR MULCH FREQUENTLY.
REFERTILIZE THE FOLLOWING APRIL ACCORDING TO SOIL TESTS OR APPLY 50 LB/AC NITROGEN.
TEMPORARY SEEDBED PREPARATION
1. A GOOD SEEDBED IS WELL PULVERIZED, LOOSE, AND UNIFORM.
2. LIMING - APPLY LIME ACCORDING TO SOIL TEST RECOMMENDATIONS. IF THE pH (ACIDITY) OF THE SOIL
IS NOT KNOW, AN APPLICATION OF GROUND AGRICULTURAL LIMESTONE AT THE RATE OF 1 - 1.5
TONS/ACRE ON FINE TEXTURED SOILS AND 2-3 TONS/ACRE ON COARSE TEXTURED SOILS IS USUALLY
SUFFICIENT. APPLY LIMESTONE UNIFORMLY AND INCORPORATE INTO THE TOP 4-6 INCHES OF THE SOIL.
SOILS WITH A pH OF 6 OR HIGHER NEED NOT BE LIMED.
3. FERTILIZER - BASE APPLICATION RATES ON SOIL TESTS. WHEN THESE ARE NOT POSSIBLE APPLY A
10-10-10 GRADE FERTILIZER AT 700 - 1000 LB/ACRE. BOTH FERTILIZER AND LIME SHOULD BE
INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. IF A HYDRAULIC SEEDER IS USED, DO NOT MIX
SEED AND FERTILIZER MORE THAN 30 MINUTES BEFORE APPLICATION.
4. SURFACE ROUGHENING - IF RECENT TILLAGE OPERATIONS HAVE RESULTED IN A LOOSE SURFACE,
ADDITIONAL ROUGHENING MAY NOT BE REQUIRED, EXCEPT TO BREAK UP LARGE CLODS. IF RAINFALL
CAUSES THE SURFACE TO BECOME SEALED OR CRUSTED, LOOSEN IT JUST PRIOR TO SEEDING BY DISKING,
RAKING, HARROWING, OR OTHER SUITABLE METHODS. GROOVE OR FURROW SLOPES STEEPER THAN 3:1
ON THE CONTOUR BEFORE SEEDING. SEE OTHER REQUIREMENTS FOR SURFACE ROUGHENING ON THIS
SHEET.
PERMANENT SEEDBED PREPARATION
1. INSTALL NECESSARY MECHANICAL EROSION AND SEDIMENTATION CONTROL PRACTICES BEFORE SEEDING,
AND COMPLETE GRADING ACCORDING TO THE APPROVED PLAN.
2. LIME AND FERTILIZER NEEDS SHOULD BE DETERMINED BY SOIL TESTS. SOIL TESTING IS PERFORMED FREE
OF CHARGE BY THE NC DEPT. OF AGRICULTURE. SOIL TESTING LABORATORY. DIRECTIONS, SAMPLE
CARTONS, AND INFORMATION ARE AVAILABLE THROUGH COUNTY AGRICULTURAL EXTENSION OFFICES OR
FROM NCDA. BECAUSE THE NCDA SOIL TESTING LAB REQUIRES 1-6 WEEKS FOR SAMPLE TURN -AROUND,
SAMPLING MUST BE PLANNED WELL IN ADVANCE OF FINAL GRADING. TESTING IS ALSO DONE BY
COMMERCIAL LABORATORIES.
3. WHEN SOIL TESTS ARE NOT AVAILABLE, FOLLOW RATES SUGGESTED IN THE PERMANENT SEEDING
SCHEDULE ON THIS SHEET. APPLICATION RATES USUALLY FALL INTO THE FOLLOWING RANGES:
GROUND AGRICULTURAL LIMESTONE:
LIGHT TEXTURED, SANDY SOILS: 1 - 1.5 TONS/ACRE
HEAVY TEXTURED, CLAYEY SOILS: 2 - 3 TONS/ACRE
FERTILIZER:
GRASSES: 800 - 1200 LB/ACRE OF 10-10-10 (OR EQUIVALENT)
GRASS -LEGUME MIXTURES: 800 - 1200 LB/ACRE OF 5-10-10 (OR EQUIVALENT)
4. APPLY LIME AND FERTILIZER EVENLY AND INCORPORATE INTO THE TOP 4-6 INCHES OF SOIL BY DISKING
OR OTHER SUITABLE MEANS. OPERATE MACHINERY ON THE CONTOUR.
5. ROUGHEN SURFACES IN ACCORDANCE WITH THE NOTES ON SURFACE ROUGHENING ON THIS SHEET.
6. COMPLETE SEEDBED PREPARATION BY BREAKING UP LARGE CLODS AND RAKING INTO A SMOOTH,
UNIFORM SURFACE (SLOPES LESS THAN 3:1.) FILL IN OR LEVEL DEPRESSIONS THAT CAN COLLECT
WATER. BROADCAST SEED INTO A FRESHLY LOOSENED SEEDBED THAT HAS NOT BEEN SEALED BY
RAINFALL.
SURFACE ROUGHENING
CUT SLOPE ROUGHENING FOR AREAS NOT TO BE MOWED
-STAIR-STEP GRADE OR GROOVE CUT SLOPES WITH A GRADIENT STEEPER THAN 3:1.
-USE STAIR -STEP GRADING ON ANY ERODIBLE MATERIAL SOFT ENOUGH TO BE RIPPED WITH A BULLDOZER.
SLOPES CONSISTING OF SOFT ROCK WITH SOME SUBSOIL ARE PARTICULARLY SUITED TO STAIR -STEP GRADING.
-MAKE THE VERTICAL CUT DISTANCE LESS THAN THE HORIZONTAL DISTANCE, & SLIGHTLY SLOPE THE
HORIZONTAL POSITION OF THE "STEP" IN TOWARD THE VERTICAL WALL.
-DO NOT MAKE INDIVIDUAL VERTICAL CUTS MORE THAN 2 FEET IN SOFT MATERIALS OR MORE THAN 3 FEET
IN ROCKY MATERIALS.
-GROOVING USES MACHINERY TO CREATE A SERIES OF RIDGES & DEPRESSIONS THAT RUN ACROSS THE
SLOPE (ON THE CONTOUR).
-GROOVE USING ANY APPROPRIATE IMPLEMENT THAT CAN BE SAFELY OPERATED ON THE SLOPE, SUCH AS
DISKS, TILLERS, SPRING HARROWS, OR THE TEETH ON A FRONT END LOADER BUCKET. DO NOT MAKE SUCH
GROOVES LESS THAN 3 INCHES DEEP NOR MORE THAN 15 INCHES APART.
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-PLACE FILL SLOPES WITH A GRADIENT STEEPER THAN 3:1 IN LIFTS NOT TO EXCEED 9 INCHES, & MAKE
SURE EACH LIFT IS PROPERLY COMPACTED. ENSURE THAT THE FACE OF THE SLOPE CONSISTS OF LOOSE,
UNCOMPACTED FILL 4-6 INCHES DEEP. USE GROOVING AS DESCRIBED ABOVE, TO ROUGHEN THE FACE OF
THE SLOPES, IF NECESSARY.
-DO NOT BLADE OR SCRAPE THE FINAL SLOPE FACE.
CUTS FILLS & GRADED AREAS THAT WILL BE MOWED
-MAKE MOWED SLOPES NO STEEPER THAN 3:1
-ROUGHEN THESE AREAS TO SHALLOW GROOVES BY NORMAL TILLING, DISKING, HARROWING, OR USE OF
CULTIPACK- SEEDER. MAKE THE FINAL PASS OF ANY SUCH TILLAGE IMPLEMENT ON THE CONTOUR.
-MAKE GROOVES, FORMED BY SUCH IMPLEMENTS, CLOSE TOGETHER (LESS THAN 10 INCHES) & NOT LESS
THAN 1 INCH DEEP.
-EXCESSIVE ROUGHNESS IS UNDESIRABLE WHERE MOWING IS PLANNED.
ROUGHENING WITH TRACKED MACHINERY
-LIMIT ROUGHENING WITH TRACKED MACHINERY TO SANDY SOILS TO AVOID UNDUE COMPACTION OF THE SOIL
SURFACE. TRACKING IS GENERALLY NOT AS EFFECTIVE AS THE OTHER ROUGHENING METHODS DESCRIBED.
-OPERATE TRACKED MACHINERY UP & DOWN THE SLOPE TO LEAVE HORIZONTAL DEPRESSIONS IN THE SOIL.
DO NOT BACK -BLADE DURING THE FINAL GRADING OPERATION.
COMPLETE SEEDBED PREPARATION BY BREAKING UP LARGE CLODS & RAKING INTO A SMOOTH, UNIFORM
SURFACE (SLOPES LESS THAN 3:1). FILL IN OR LEVEL DEPRESSIONS THAT CAN COLLECT WATER.
BROADCAST SEED INTO A FRESHLY LOOSENED SEEDBED THAT HAS NOT BEEN SEALED BY RAINFALL.
FINAL DRAWING
-FOR REVIEW PURPOSES ONLY -
NOT RELEASED FOR
CONSTRUCTION
5' STE
(MIN. '
8' MAX. STANDARD STRENGTH FABRIC WITH WIRE FENCE
MIN. 14 GAUGE 6"X6" WIRE
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THE TRENCH
SECTION VIEW
FILTER
FABRIC
EXISTING
GROUND
BACKFILL TRENCH
AND COMPACT
THOROUGHLY
< UPSLOPE
81, (DISTURBED AREA)
MIN.
SLOPE SLOPE LENGTH(FT) MAXIMUM AREA(SQFT)
<2% 100 10,000
2 TO 5% 75 7,500
5 TO 10% 50 5,000
10 TO 20% 25 2,500
>20% 15 1,500
Lel
NOTES:
1. FILTER BARRIERS SHALL BE INSPECTED
IMMEDIATELY AFTER EACH RAINFALL AND
DAILY DURING PROLONGED RAINFALL.
REPAIR SHALL BE MADE AS NECESSARY.
2. FABRIC SHALL BE REPLACED PROMPTLY
IF FOUND TO BE IN DISREPAIR.
3. SEDIMENT DEPOSITS SHALL BE REMOVED
AFTER EACH STORM EVENT AND WHEN
DEPOSITS REACH APPROXIMATELY 1/3
HEIGHT OF BARRIER.
4. REFERENCE NCDEQ LAND QUALITY
SECTION DESIGN MANUAL: 6.62.
EC SILT FENCE PLAN
SYMBOL
UPDATED MARCH, 2017
NOT TO SCALE
STANDARD HARDWARE
CLOTH - EXTEND 12"
POST BELOW GRADE
RIP RAP FACED WITH #57
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GROUND - 12"\ /
OPTIONAL 5' x 10' x 2' DEEP
SEDIMENT TRAP
8" EXCAVATE 8" x 12" TRENCH
UPSLOPE ALONG LINE OF POSTS.
EXTEND HARDWARE CLOTH INTO
TRENCH. BACKFILL TRENCH AND
COMPACT SOIL.
SECTION
ADDITIONAL HORIZONTAL
BRACE AT OPENING
8'-0" MAX.
4'
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IMMEDIATELY AFTER EACH RAINFALL AND AFTER EACH STORM EVENT AND WHEN 1 W
DAILY DURING PROLONGED RAINFALL. DEPOSITS REACH APPROXIMATELY 1/3 U)
REPAIR SHALL BE MADE AS NECESSARY. HEIGHT OF BARRIER.
2. FABRIC SHALL BE REPLACED PROMPTLY 4. SILT FENCE OUTLETS SHALL BE LOCATED
IF FOUND TO BE IN DISREPAIR. AT LOW POINTS IN CONTINUOUS RUNS OF
SILT FENCE. m
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REPAIR SHALL BE MADE AS NECESSARY. HEIGHT OF BARRIER.
2. FABRIC SHALL BE REPLACED PROMPTLY 4. SILT FENCE OUTLETS SHALL BE LOCATED
IF FOUND TO BE IN DISREPAIR. AT LOW POINTS IN CONTINUOUS RUNS OF
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1. FILTER BARRIERS SHALL BE INSPECTED 3. SEDIMENT DEPOSITS SHALL BE REMOVED N
IMMEDIATELY AFTER EACH RAINFALL AND AFTER EACH STORM EVENT AND WHEN 1 W
DAILY DURING PROLONGED RAINFALL. DEPOSITS REACH APPROXIMATELY 1/3 U)
REPAIR SHALL BE MADE AS NECESSARY. HEIGHT OF BARRIER.
2. FABRIC SHALL BE REPLACED PROMPTLY 4. SILT FENCE OUTLETS SHALL BE LOCATED
IF FOUND TO BE IN DISREPAIR. AT LOW POINTS IN CONTINUOUS RUNS OF
SILT FENCE. m
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2 UPDATED MARCH, 2017
NOT TO SCALE
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SILT FENCE
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EC TEMPORARY CULVERT PROTECTION - WATTLE
\20 UPDATED MARCH, 2017
NOT TO SCALE
ATTACH FILTER TUL_ ".
STAKES W/ WIRE TIES
NOTE:
REMOVE SEDIMENT FROM BEHIND FILTER TUBE WHEN DEPTH HAS
REACHED APPROXIMATELY 6"
FILTER TUBE INLET PROTECTION
UNPAVED CONDITION
NOT TO SCALE
OVERLAP WATTLE AND
SECURE WITH CABLE TIES
SECURE WATTLE TO
GRATE WITH CABLE TIES
(TYP.)
I STREET
SECURE WATTLE TO
ASPHALT WITH PK NAILS
(TYP.)
OVERLAP WATTLE AND
GRATE
PLAN
3 INLET
ILTER TUBE
36" WOODEN STAKE
DRIVEN THROUGH
FILTER TUBE - SET
18" IN GROUND
PLACE WATTLE IN GUTTER,
ACROSS OPENING IN HOOD AND
AROUND GRATE OF CURB INLET
CURB INLET
SECTION
NOTES:
PLACE WATTLE
AROUND GRATE OF
CURB INLET
iOIR FIBRE WATTLE
STREET LEVEL
SECURE WATTLE TO ASPHALT
WITH PK NAILS (TYP.)
SECURE WATTLE TO GRATE
WITH CABLE TIES (TYP.)
1. WATTLES MUST BE SECURED AS SHOWN, OR PER
MANUFACTURER'S RECOMMENDATIONS.
2. ALL MATERIALS INSTALLED WITHIN NCDOT RIGHT-OF-WAY MUST
MEET NCDOT STANDARDS.
TEMPORARY INLET PROTECTION - WATTLE
UPDATED MARCH, 2017
NOT TO SCALE
MATCH EXIST
DITCH DEPTH (8'
WEIR ELEVATION
#57 WASHED
STONE ON FA
DAM CE OF
2 �5
F_
FLOW
VARIES
AAIAI CDCCDnADr) 2
WIDTH AS REQUIRED
BY CHANNEL
FACE VIEW
1'
MIN. 5' MIN.
CARRY CLASS I
1' RIPRAP UP SIDE
MIN. OF BANK
`CLASS
RIPRAP
v
EXTEND FILTER FABRIC
6" INTO CHANNEL BANK
#57 WASHED STONE IN FRONT
OF CLASS 1 RIPRAP (SEE BELOW)
z
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MO
1:330
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MIN. 1.5' THICK
ROCK APRON
J ROCK APRON
8' MIN. FILTER FABRIC (EQUAL TO DAM HT.)
SIDE VIEW
NOTES:
1. RIRAP AND WASHED STONE SHALL BE CHECKED AFTER EACH RAINFALL
TO ENSURE AGAINST EROSION AND SHALL BE REPAIRED AS REQUIRED.
2. SEDIMENT SHALL BE REMOVED WHEN DEPTH OF SEDIMENT REACHES 1/2
HEIGHT OF DAM.
3. REQUIRES A MIN. OF 3 BAFFLES.
��TEMPORARY ROCK CHECK DAM
�31J UPDATED MARCH, 2017
NOT TO SCALE
rryy��IIrr��
ireCtidrt'df g\O,
Existing ground runoff F��� Q
ELEVATION
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3 min. or as specified in plans) w
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12
Sediment wattle
I
Runoff from
disturbed areas
o
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PLAN
INSTALLATION BEYOND TOE OF SLOPE
Provide sufficient length to prevent
water from slowing around the wattle
SURFACE FI AIAr
DIVERSION
URFACE FLOW
IVERSION
CONSTRUCTION NOTES: MAINTENANCE NOTES:
1. KEEP CLEARING AND EXCAVATION OF THE STREAM BANKS AND BED 1. INSPECT TEMPORARY STREAM CROSSINGS AFTER RUN-OFF PRODUCING
AND APPROACH SECTIONS TO A MINIMUM. RAINS TO CHECK FOR BLOCKAGE IN CHANNEL, EROSION OF
2. DIVERT ALL SURFACE WATER FROM THE CONSRUCTION SITE ONTO ABUTMENTS, CHANNEL SCOUR, RIPRAP DISPLACEMENT. MAKE ALL
UNDISTURBED AREAS ADJOINING THE STREAM. REPAIRS IMMEDIATELY TO PREVENT FURTHER DAMAGE TO THE
3. KEEP STREAM CROSSINGS AT RIGHT ANGLES TO THE STREAM FLOW. INSTALLATION.
4. STABILIZE ALL DISTURBED AREAS SUBJECT TO FLOWING WATER WITH
RIPRAP OR OTHER SUITABLE MEANS.
5. REMOVE TEMPORARY STREAM CROSSINGS IMMEDIATELY WHEN THEY ARE
NO LONGER NEEDED. RESTORE THE STREAM CHANNEL TO ITS ORIGINAL
CROSS-SECTION, AND SMOOTH AND APPROPRIATELY STABILIZE ALL
DISTURBED AREAS.
6. ANY IN -STREAM SEDIMENT CONTROL MEASURES MUST BE REMOVED
UPON STABILIZATION OF THE AREA.
TEMPORARY STREAM CROSSING - FORD
NOT TO SCALE
Install wattles snugly into trench. NOTE
Abut tightly to adjacent wattle, end 1. Drive states at each end and at 4' spacing
to end, without overlapping the ends until wattle is secured to slope. Do not crush
wattle while staking. Live stakes may be used
for permanent installations.
\ 2. Use drainage ditch installation only in low flow
Existing ground conditions.
Excavate trench 2"
3" to 5" larger than wattle
STEP 1: EXCAVATE TRENCH
AND INSTALL WATTLES
Backfilled and compacted
soil to ground level
dl wattles of runoff
contours ','Direction
STAKES REQUIRED
WattleeStakes required
ft.lngth for each wattle
25 8
20 6
12 4
fro, areas
INSTALLATION ALONG SLOPES
STEP 2: BACKFILL SOIL AGAINST WATTLES
PROPERLY STAKED AND ENTRENCHED WATTLE
and entrench wattle
FLOW
ELEVATION PLAN
DRAINAGE DITCH INSTALLATION
WATTLE INSTALLATION AND
MAINTENANCE NOTES
1. STRAW ROLL INSTALLATION REQUIRES PLACEMENT
AND SECURE STAKING OF THE ROLL ALONG THE
CONTOUR. RUNOFF MUST NOT BE ALLOWED TO RUN
UNDER OR AROUND THE ROLL.
2. IF WOODEN STAKES CAN NOT BE USED BECAUSE OF
ROCK, THEN RE -BAR MAY BE USED. BE SURE TO
REMOVE RE -BAR WHEN WATTLES ARE REMOVED.
3. ABUT ADJACENT ROLL TIGHTLY END TO END (DO NOT
OVERLAP).
4. DO NOT CRUSH WATTLE WHILE STAKING.
5. REPLACE WATTLE ONCE SATURATED WITH SEDIMENT.
-
N
rattlen ^ min .
L `t � � Slope
WATTLE SPACING
Slope
Spacing
1:4 of flatter
40
1:330
w
1:2
20
1:1
10
�1"X1" Wood stake
WATTLE STAKING DETAIL
NOTE DETAIL OBTAINED BY
INTERNET U.S.D.O.T.
SEE TABLE
2 2
//
1 -VIII IIIII
- SECTION VIEW
6
15 cm
LONGITUDINAL ANCHOR TRENCH
(USE WHERE NEEDED)
L4�'�J
- - - - - - - - -
��.:-
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1=
I
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III IIIIIIIII ������ 1111=
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^
12"
(30 cm)
12"
15 cm)
Cm6"
- - - - 6„
(15 cm)
� III
I - - I- 7-I
4" (10 cm)
2"-5"
II1 � 1I - - - - - (5cm-12.5cm)
�1 . . . . .
4"-6 - -
(10cm-1 em) - - -
s" -1 I I=1 I I I=1 I- I=1 I I=1 I[ -.-
(15 cm)
NOTES:
1. PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROL PRODUCTS (RECP'S), INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND
SEED.
2. BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE RECP'S IN A 12" DEEP X 6" WIDE TRENCH WITH APPROXIMATELY 12" OF RECP'S EXTENDED
BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE RECP'S WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" APART IN THE BOTTOM
OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" PORTION OF
RECP'S BACK OVER SEED AND COMPACTED SOIL. SECURE RECP'S OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY
12" APART ACROSS THE WIDTH OF THE RECP'S.
3. ROLL CENTER RECP'S IN DIRECTION OF WATER FLOW IN BOTTOM OF CHANNEL. RECP'S WILL UNROLL WITH APPROXIMATE SIDE AGAINST THE SOIL
SURFACE. ALL RECP'S MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES PER MANUFACTURER'S RECOMMENDATIONS.
4. PLACE CONSECUTIVE RECP'S END OVER END WITH A 4" - 6" OVERLAP. USE A DOUBLE ROW OF STAPLES STAGGERED 4" APART AND 4" ON CENTER
TO SECURE RECP'S
5. FULL LENGTH EDGE OF OF RECP'S AT TOP OF SIDE SLOPES MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" APART IN A 6"
DEEP X 6" WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.
6. ADJACENT RECP'S MUST BE OVERLAPPED APPROXIMATELY 2" - 5" (DEPENDING ON TYPE) AND STAPLED.
7. IN HIGH FLOW CHANNEL APPLICATIONS, A STAPLE CHECK IS RECOMMENDED AT 30 TO 40 FOOT INTERVALS. USE A DOUBLE ROW OF STAPES
STAGGERED 4" APART AND 4" ON CENTER OVER ENTIRE WIDTH OF CHANNEL.
8. THE TERMINAL END OF THE RECP'S MUST BE ANCHORED WITH A ROW OF STAPLE/STAKES APPROXIMATELY 12" APART IN A 6" DEEP X 6" WIDE TRENCH.
BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.
9. IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" MAY BE NECESSARY TO PROPERLY SECURE THE RECP'S.
10. SEE SCHEDULE FOR PRODUCT TYPES.
11. PRESS ENDS OF MATTING 4" INTO GROUND AROUND STRUCTURES AND STAPLE SECURELY.
A NOTES:
B CRITICAL POINTS
1. HORIZONTAL STAPLE SPACING SHOULD BE ALTERED
C A. OVERLAPS AND SEAMS IF NECESSARY TO ALLOW STAPLES TO SECURE THE
B. PROJECTED WATER LINE CRITICAL POINTS ALONG THE CHANNEL SURFACE.
C. CHANNEL BOTTOM/SIDE 2. IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR
-= =- SLOPE VERTICES
STAKE LENGTHS GREATER THAN 6" (15 cm) MAY BE
NECESSARY TO PROPERLY ANCHOR THE RECP'S.
EC SEDIMENT WATTLE DETAIL EC SWALE MATTING INSTALLATION
22 UPDATED MARCH, 2017
UPDATED MARCH, 2017 NOT TO SCALE
NOT TO SCALE
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