20130815 Ver 1_Site Plan_20130805

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1) THE CONTRACTOR SHALL FIELD VERIFY THE ONSITE
T.B.M. w/ EXISTING ELEVATIONS. THE CONTRACTOR
SHALL IMMEDIATELY CONTACT W.K. DICKSON & CO.,
INC. a0 828.327.6911 IF ANY DISCREPANCIES ARE
FOUND IN ELEVATIONS SHOWN.
2) THE UNDERGROUND UTILITIES SHOWN HEREON
ALONG LINES A, B, AND C WERE MARKED BY
SWEETWATER UTILITY LOCATING, INC. ON
FEBRUARY 27TH, 2013 AND THOSE MARKS WERE
FIELD LOCATED BY SOUTHEAST GEOMATICS GROUP,
INC. ON FEBRUARY, 27TH, 2013. THE ACCURACY OF
FIELD MARKED UNDERGROUND UTILITIES IS +/- 30
INCHES HORIZONTALLY, UNLESS
OTHERWISE INDICATED. THE DEPTH OF THESE
UTILITIES IS UNKNOWN, UNLESS OTHERWISE
INDICATED. THE UNDERGROUND UTILITY MARKINGS
WERE LOCATED USING TRIMBLE ROBOTIC TOTAL
STATION USING THE NAD83/2012 DATUM HAVING AN
ACCURACY OF +/- 0.10.
THE UNDERGROUND UTILITIES SHOWN HEREON
ALONG LINE D WERE MARKED BY SOUTHEAST
GEOMATICS GROUP, INC. ON APRIL 10TH, 2013 AND
THOSE MARKS WERE FIELD LOCATED BY
SOUTHEAST GEOMATICS GROUP, INC. ON APRIL
10TH, 2013. THE ACCURACY OF FIELD MARKED
UNDERGROUND UTILITIES IS +/ 30 INCHES
HORIZONTALLY, UNLESS OTHERWISE INDICATED.
THE DEPTH OF THESE UTILITIES IS UNKNOWN,
UNLESS OTHERWISE INDICATED. THE
UNDERGROUND UTILITY MARKINGS WERE LOCATED
USING TRIMBLE ROBOTIC TOTAL STATION USING
THE NAD83/2012 DATUM HAVING AN ACCURACY OF
+1-0.10.
PLEASE NOTE THAT N.C. LAW REQUIRES THAT THE
NC ONE CALL CENTER BE NOTIFIED PRIOR TO
PERFORMING ANY EXCAVATION. CALL 811 OR
1- 800 -632 -4949 OR VISIT WWW.NCOCC.ORG.
INTENTS OF THIS DOCUMENT; ADIJI I ION
FILE NAME: I:ZrO eClSXnaMSDUr WUl LUl d/UUnk - DraOTOrO ar!( Um s�aiton no. etyauuIrtan oetxcv s cv i or '..vvt_n.uwr -tau uat c, ev 10 - VutUCU I RM it Ivul
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SHEET LKS"T
SHEET NUMBER
ICA
SHEET TITLE
COVER
C.2
LINE A - STA. 0 +00 TO STA. 6 +80
LINE ,� - STA. 6 +80 TO 8 +79.69 & LINE B - STA. 0 +00
C.3
TO 0 +45.19
CA
LINE C - STA. 0 +00 TO STA. 6 +10.99
C.5
LINE 0 - STA. 0 +00 TO STA. 7 +02.95
C.6
SANITARY SEWER DETAILS
C.7
SANITARY SEWER DETAILS
C.8
EROSION CONTROL DETAILS
C.9
STREAM CROSSING DETAILS
C.10
EROSION CONTROL NOTES & SEEDING SCHEDULE
C.11
TRAFFIC CONTROL AND COFFER DAM DETAILS
1) THE CONTRACTOR SHALL FIELD VERIFY THE ONSITE
T.B.M. w/ EXISTING ELEVATIONS. THE CONTRACTOR
SHALL IMMEDIATELY CONTACT W.K. DICKSON & CO.,
INC. a0 828.327.6911 IF ANY DISCREPANCIES ARE
FOUND IN ELEVATIONS SHOWN.
2) THE UNDERGROUND UTILITIES SHOWN HEREON
ALONG LINES A, B, AND C WERE MARKED BY
SWEETWATER UTILITY LOCATING, INC. ON
FEBRUARY 27TH, 2013 AND THOSE MARKS WERE
FIELD LOCATED BY SOUTHEAST GEOMATICS GROUP,
INC. ON FEBRUARY, 27TH, 2013. THE ACCURACY OF
FIELD MARKED UNDERGROUND UTILITIES IS +/- 30
INCHES HORIZONTALLY, UNLESS
OTHERWISE INDICATED. THE DEPTH OF THESE
UTILITIES IS UNKNOWN, UNLESS OTHERWISE
INDICATED. THE UNDERGROUND UTILITY MARKINGS
WERE LOCATED USING TRIMBLE ROBOTIC TOTAL
STATION USING THE NAD83/2012 DATUM HAVING AN
ACCURACY OF +/- 0.10.
THE UNDERGROUND UTILITIES SHOWN HEREON
ALONG LINE D WERE MARKED BY SOUTHEAST
GEOMATICS GROUP, INC. ON APRIL 10TH, 2013 AND
THOSE MARKS WERE FIELD LOCATED BY
SOUTHEAST GEOMATICS GROUP, INC. ON APRIL
10TH, 2013. THE ACCURACY OF FIELD MARKED
UNDERGROUND UTILITIES IS +/ 30 INCHES
HORIZONTALLY, UNLESS OTHERWISE INDICATED.
THE DEPTH OF THESE UTILITIES IS UNKNOWN,
UNLESS OTHERWISE INDICATED. THE
UNDERGROUND UTILITY MARKINGS WERE LOCATED
USING TRIMBLE ROBOTIC TOTAL STATION USING
THE NAD83/2012 DATUM HAVING AN ACCURACY OF
+1-0.10.
PLEASE NOTE THAT N.C. LAW REQUIRES THAT THE
NC ONE CALL CENTER BE NOTIFIED PRIOR TO
PERFORMING ANY EXCAVATION. CALL 811 OR
1- 800 -632 -4949 OR VISIT WWW.NCOCC.ORG.
INTENTS OF THIS DOCUMENT; ADIJI I ION
FILE NAME: I:ZrO eClSXnaMSDUr WUl LUl d/UUnk - DraOTOrO ar!( Um s�aiton no. etyauuIrtan oetxcv s cv i or '..vvt_n.uwr -tau uat c, ev 10 - VutUCU I RM it Ivul
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community infrastructure consultants
Rants
Transportation + Water Resources
Urban Development + Geomatics
401 4th Street, SW
Suite 201
Hickory, NO 28602
(} V 82
8.327.6911
{0 828.327.9164
www.wkdickson.com
NC. UCENSE NO. F-0374
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community infrastructure consultants
Rants
Transportation + Water Resources
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401 4th Street, SW
Suite 201
Hickory, NO 28602
(} V 82
8.327.6911
{0 828.327.9164
www.wkdickson.com
NC. UCENSE NO. F-0374
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SET NUMBER
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VEIN, DATUM: NAVD 88
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20120187.00.H1

SSkfH XR-28
SE
FTIC DRAIN FIELD
UNE
GRADING AND DISPOSAL REQUIREMENTS FOR FEMA COMPLIANCE o SEE WSACC JOB NO. 147-02-649 S.
APPqOXIMATE LOCA770N.
RIM. • 586.7' Xh-75RACTOR TO FIELD i ERIAY
STOCKPILING AND DISPOSAL OF MATERIALS OR SPOILS FROM IN. • 573 6'
EXCAVATION OF WATER LINE SHALL NOT BE TEMPORARILY OR OUT.- 5735'
PERMANENTLY STORED INSIDE FEMA 100-YEAR FLOODWAY AS SSUH #UR-28A
EXIST. MANHOLE O. I j SEE WSACC JOB 147-02-649
SHOWN ON PLANS. STOCKPILING AND DISPOSAL OF SPOILS TEMP. GRAVEL CONSTRUCTION NIF
STA. 0+00 IN., 5 73. 8'
SHALL TAKE PLACE OUTSIDE FEMA 100-YEAR FLOODWAY IN ENTRANCE/EXIT, TYP. 11 007:573.8 James James Michael Caskey rr -4 D8 9708 PC 107
DESIGNATED AREAS WITH APPROVED SEDIMENT AND EROSION
SEE DETAIL SHEET C.8. PID: 55067161760000
CONTROL MEASURES AS SHOWN ON PLANS.
As4p � Q. PET CEME Y
It J I ► I IL 00 NOT DISr. 100 YEAR FLOODWAY
95 UM/ rs, TYP.
x
2-V MEE
1.6W 100 YEAR FLOODPLAIN
-3 LIM17S, TYA
1-3843"e
X co
C-1
GARDEN 1'6� is PROP. 4! 0 MANHOLE #2
)< LINE A STA. 1+53.28
A
PROP. STREAM IMPACT NO. S1
NAF
SSUH #UR-27. James Michael CROSS AND RESTORE IN ACCORDANCE WITH
ACC JOB NO. 147-02-649 Caskey
SEE KS 9' WE DETAILS ON SHEET C.9 AND CA 1.
� I A
RIM: 583. 01 PID
it % % STA. 2+46
IN: 56Z 72' 55067087350000 0: REe OUT: 567.64 ko PROPOSED ANTI-SEEPAGE
MH IS VENTED COLLAR, TYP. SEE DETAIL SHEET C.6.
REB PROTECT TREES
DURING PROP. 4'0 MANHOLE #3
NOTES: LINE A STA. Z+f.3.10 9:t
I I fill LINE C STA, 0 +00.00
1) CONTRACTOR SHALL INSTALL S_ EWER LINE A IIWA%
FROM THE EXISTING MANHOLE ATSTA.* 0+00 TO MANHOLE AV- A
#3 AND COMPLETELY 'RE''STORE THIS AREA BE* FQ'RE'
INSTALLING THE REMAINING SEWER.LINES- UPON CONTROL POINT w Kz",
8° CHES T -Ap.
MAG NAIL
COMPLETION OF THIS PORTION, ACCESS TO, THE CASKEY
PRO I PERTY N. 561029.47' -5
ADJACENT TO CHESNUT HILLS ROAD. WILL BE W
PROHIBITED OTHER THAN TO ADDRESS PUNCH LIST ITEMS. E. 1508001.06 ti
Z: 589.84 PROTECT TREES
DURING
2) SEPTIC SYSTEM DRAIN FIELD. IS LOCATED IN THE AREA
ze�
BETWEEN THE EXISTING MANHOLE AT STA. O+OO'AND CONSTRUCTION t
uA&iwriic:4io
XAGT LOCATION IS UNKNOWE�I BUT IT
+ : I - STA, 1+78 & /
WILL LIKELY BE DISTURBED DURING CONSTRUCTION.. ell
CONTRACTOR SHALL NOTIFY THE ENGINEER AND THE PROPOSED ANTI-SEEPAGE
TOWN OF HARRISBU . RG AT .. LEAST TWO . WEEKS . PkIOR TO COLLAR, TYP. SEE DETAIL SHEET C.6.
2O.Of
�N
A
WORKING IN THIS AREA. SEWER SERVICE WILL BE 20.01
PROVIDED,FOR THIS RESIDENCE, BUT IT WILL NOT + BE THE / / % ',.~. 1 /,! f� j fi
RESPOSI"BILITY OF THE CONTRACTOR.�
N
IF
W Wo"e Allen
PROP. TEMP. SILT
PID, 55068110490000
FENCE, TYP.
Abp
SEE DETAIL SHEET 0.8•
LINE C
602
60
69
59
59(
588
586
584
582
580
578
576
574
672
570
568
566
564,
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ROCK OUTCROPPINGS-J
PROPOSED TEMPORARY
STREAM CROSSING WITH
2-480 HDPE.
SEE DETAIL SHEET C.8
NIF
James Michael Coskey
08 9708 PO 107
PID. 5,50$7161760000
NIF
PROP, 4# 0 MANHOLE #4 Bradford Park HOA
LINE A STA. 4+29.40 DB 1737 PG J43
MB 27 PG 16
Lot 90
STA. 5+07 PID. 55067142540000
PROPOSED ANTI-SEEPAGE
COLLAR, TYP. SEE DETAIL
SHEET C.6.
PROP. WIRE AND STONE
REINFORCED OUTLET
INSTALLED AT LOW POINT, TYP.
SEE DETAIL SHEET C.8.
PROP, STREAM IMPACT NO. S3
RESTORE IN ACCORDANCE WITH
DETAILS ON SHEET C.9,
STA 5+60
PROPOSED ANTI-SEEPAGE
COLLAR TYP. SEE DETAIL SHEET C.6.
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STA. 7+61
—PROPOSED ANTI-SEEPAGE NIF
COLLAR, TYP. SEE DETAIL SHEET C.6. Bradford Park HOA
I J# 08 1737 PC 343
,PROP, STREAM IMPACT NO. S4 M& 27 PC 16
-RESTORE IN ACCORDANCE WITH Lot 90
DETAILS ON SHEET C.9. PID. 55067142540000
STA. 7+81
PROPOSED ANTI-SEEPAGE
COLLAR, TYP. SEE DETAIL SHEET C.6.
PROPOSED TEMPORARY
STREAM CROSSING WITH
2-48" HDPE.
SEE DETAIL SHEET C.8
—PROP. 4'0 MANHOLE #7
LINE A STA. 8+06.24
LINE B STA. 0+00.00
rN79*12'53"E - 15.03'
PROP. 4'0 DOGHOUSE MANHOLE #8
LINE A STA. 8+21.27
PLUG AND ABANDON EXISTING LINE OUT
110
IN. 606.6 (WEST/NORTH)
IN: 606.1 '(SOU TH)
TEMP. GRAVEL CONSTRUCTION
ENTRANCE/EXIT, TYP.
SEE DETAIL SHEET C.8,
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PROP.
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`OPYRIGHT 0, WX DICKSON & CO., INC. ALL RIGHTS 'RESERVED: `REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT, ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, YA
KreirliAref korle �+�O^n n- 61P AAMI­ j.­ A ...... I THOUT WRITTEN CONSENT OF W.K. DICKSON & CO.. INC­ It, PRO141A
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RIM: 624.7'
RAVEL DPI VC \\,-IN.- 615.8'
IN. 615.9'
PROP. TEMP. SILT OUr-615+8'
FENCE, TYP.
SEE DETAIL SHEET C.&
['0 DOGHOUSE MANHOLE #9
S
,TA. 8+79.69
ND ABANDON EXISTING LINE OUT
3 BRADFORD PARK PUMP STATION NO. 2
EMOLISHED. SEE SPECIFICATIONS
kILABLE PROJECT INFORMATION.
POINT
L NIF
208' Edward D Gosart
F8.76'
0 PID. 55067136280000
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NIF DUKE-' ENERGY
James Michael Casket' -D1S37?1BU770N LINE
ROCK OUTCROPPINGS D& 9708 PG 107 APPROX. 30 R/W
P1D. 55067161760000
PROPOSED TEMPORARY
STREAM CROSSING WITH
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PROP. 4'0 MANHOLE #9
%\VFF LINE C STA. 1+75.46
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%IV,
01
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LINE C STA. 4+49.67
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INV IN: 621.7'
INV OUT, 621.3'
WET WELL
TOP: 626.3'
IN. 622.6'
EXISTING BRADFORD PARK PUMP STATION NO. 1
TO BE DEMOLISHED. SEE SPECIFICATIONS
AND AVAILABLE PROJECT INFORMATION.
C8
RIM. 628.9'(6C)
tmv 21(24 4i7no) •-_ .- 1
INV OUT-623.01(g"_ rdbr
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CONTROL POINT
MAG NAIL
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LINE A STA. 2+73. STA. 1+36
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V-_ 100 YEAR FLOODWA'K
PROP. STREAM IMPACT NO. S2 %o LIMITS, TM
RESTORE IN ACCORDANCE WITH
100 YEAR FLCODPLAIN
DETAILS ON SHEET C.9. LIMITS. TYR
11" CHESTNUT
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MAG NAIL
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D8 9859 PG 237 Z. 620.84'
PID 55068125040000
PROP. WIRE AND STONE loe GRADING AND DISPOSAL REQUIREMENTS FOR FEMA COMPLIANCE
REINFORCED OUTLET STOCKPILING AND DISPOSAL OF MATERIALS OR SPOILS FROM
INSTALLED AT LOW POINT, TYP.
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P1D. 55067161760000
PROPOSED TEMPORARY
STREAM CROSSING WITH
248"HDPE. PROP. 4'0 MANHOLE #10
SEE DETAIL SHEET C.8 LINE C STA, 3+26*95
A i It 1 ffi p ,
%
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TO BE DEMOLISHED. SEE SPECIFICATIONS
AND AVAILABLE PROJECT INFORMATION.
C8
RIM. 628.9'(6C)
tmv 21(24 4i7no) •-_ .- 1
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MAG NAIL
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lown of Harrisburg E, • 1508154.31' LINE C STA. 5+59.71
D8 9859 PG 237 Z. 620.84'
PID 55068125040000
PROP. WIRE AND STONE loe GRADING AND DISPOSAL REQUIREMENTS FOR FEMA COMPLIANCE
REINFORCED OUTLET STOCKPILING AND DISPOSAL OF MATERIALS OR SPOILS FROM
INSTALLED AT LOW POINT, TYP.
SEE DETAIL SHEET C.8. EXCAVATION OF WATER LINE SHALL NOT BE TEMPORARILY OR
PERMANENTLY STORED INSIDE FEMA 100 - EARFLOODWAYAS
SHOWN ON PLANS, STOCKPILING AND DISPOSAL OF SPOILS
SHALL TAKE PLACE OUTSIDE FEMA 100-YEAR FLOODWAY IN
DESIGNATED AREAS WITH APPROVED SEDIMENT AND EROSION
CONTROL MEASURES AS SHOWN ON PLANS.
644
642
640
638
636
634
632
630
628
626
624
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620
618
616
614
612
610
608
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-0+26 0+00.+ 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 6+75
COPYRIGHT. 0. W.K. DICKSON &.CO.. I
FILE NAME- I.i0eged AmarrisbuEME1201
NC.. ALL
8700hi�
1E
is
), REPRODUCTIG
) station no. 2\Cad,,
THE CONTENTS OF THIS D5
20187 DESIGNAm -#### -
I
TIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VAUD, TRUE COPIES.
- Jordan Isenhour
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DESIGNATED AREAS WITH APPROVED SEDIMENT AND EROSION
CONTROL MEASURES AS SHOWN ON PLANS.
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640
638
636
634
632
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624
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610
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COPYRIGHT. 0. W.K. DICKSON &.CO.. I
FILE NAME- I.i0eged AmarrisbuEME1201
NC.. ALL
8700hi�
1E
is
), REPRODUCTIG
) station no. 2\Cad,,
THE CONTENTS OF THIS D5
20187 DESIGNAm -#### -
I
TIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VAUD, TRUE COPIES.
- Jordan Isenhour
PROD. DATE;� AUG: J 2413
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LINE D STA.
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NHOLE
)+00,00
SSMH OR-44
SEE WSACC JOB NO 147-02-649
RIM: IM. 60
NIF CL IN V- 585.70'
South Caborrus. Corporation
DB 1847.PG 140
PID: 55054621620000
SSMH #UR-45 �
SEE WSACC JOB NO. 147-02-649
RIM.- 604. 1
CL IN V- 585.70'
616
614
612
610
608
606
604
602
606
596
594
592
590
582
580
GRADING AND DISPOSAL REQUIREMENTS FOR FEMA COMPLIANCE
STOCKPILING AND DISPOSAL OF MATERIALS OR SPOILS FROM
EXCAVATION OF WATER LINE SHALL NOT BE TEMPORARILY OR
100 YEAR FLOODWAY PERMANENTLY STORED INSIDE FEMA 100-YEAR FLOODWAY AS
LIMIR� TYP.
SHOWN ON PLANS. STOCKPILING AND DISPOSAL OF SPOILS
South Cabarrus Corporation
SHALL TAKE PLACE OUTSIDE FEMA 100-YEAR FLOODWAY IN
DESIGNATED AREAS WITH APPROVED SEDIMENT AND EROSION
NIF CONTROL MEASURES AS SHOWN ON PLANS.
DB // I., r1V PROP. WIRE AND STONE
PID. 5505655820OL700
PROP. STREAM IMPACT NO. S6 REINFORCED OUTLET
RESTORE IN ACCORDANCE WITH INSTALLED AT LOW POINT, TYP.
DETAILS ON SHEET C.9. SEE DETAIL SHEET C.8.
STA. 3+04
PROPOSED ANTI-SEEPAGE
COLLAR, TYP, SEE DETAIL SHEET C.6.__ ------------
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0)0
PROP. �V 0 MANHOLE #13
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till C� 111 10
I It tu Ill,
S42*12�34*$E 277.94'
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V
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PROPOSED ANTI-SEEPAGE
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PROP. STREAM IMPACT NO. S5
RESTORE IN ACCORDANCE WITH
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STA. 3+23,
PROPOSED ANTI-SEEPAGE
COLLAR, TYP. SEE DETAIL SHEET C.6.,
STA. 0+99
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COLLAR, TYP. SEE DETAIL SHEET C.6.
LINE
100 YEAR FLOODPLAIN Lt
LIMITS, TM
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Adichool T & Donna P. Smith
DS 2268 PG 196
Lot 98
Steeplechase Subdivision
PB 14 PG 76 &77
PID.- 55055512720000
PROP. TEMP. SILT
FENCE, TYP.
SEE DETAIL SHEET C.8.
W95 % \
NIF
Heather N. Burkett
D8 5147 PG 91
Steeplechase Subdivision
MB 26 PG 478(Mecklenburg County Registry)
PID: 55054620070000
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OUT 612.78'
NIF
J. & Bethany S. Yonnie
D8 769 PC 434
Lot 97
Steeplechase Subdivision
PS 14 PG 76 &77
PID. 55055532400000
RE-CONNECT EXISTING SERVICE LINE
TO PROPOSED SEWER LINE. �00
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INV. OUT = 608.01'
CONNECT EXISTING SERVICE
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RESTORE PAVEMENT IN ACCORDANCE
WITH DETAIL ON SHEET C.I.
PG
\-PROP. 4'0 DOGHOUSE MANHOLE #14
LINE D STA. 7+02.95
PLUG EXISTING INVERT OUT.
EXISTING SANITARY SEWER LINE
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MH #14 AND MH #15.
618
616
614
612
610
608
606
604
602
606
596
594
592
590
582
580
GRADING AND DISPOSAL REQUIREMENTS FOR FEMA COMPLIANCE
STOCKPILING AND DISPOSAL OF MATERIALS OR SPOILS FROM
EXCAVATION OF WATER LINE SHALL NOT BE TEMPORARILY OR
100 YEAR FLOODWAY PERMANENTLY STORED INSIDE FEMA 100-YEAR FLOODWAY AS
LIMIR� TYP.
SHOWN ON PLANS. STOCKPILING AND DISPOSAL OF SPOILS
South Cabarrus Corporation
SHALL TAKE PLACE OUTSIDE FEMA 100-YEAR FLOODWAY IN
DESIGNATED AREAS WITH APPROVED SEDIMENT AND EROSION
NIF CONTROL MEASURES AS SHOWN ON PLANS.
DB // I., r1V PROP. WIRE AND STONE
PID. 5505655820OL700
PROP. STREAM IMPACT NO. S6 REINFORCED OUTLET
RESTORE IN ACCORDANCE WITH INSTALLED AT LOW POINT, TYP.
DETAILS ON SHEET C.9. SEE DETAIL SHEET C.8.
STA. 3+04
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STA. 3+23,
PROPOSED ANTI-SEEPAGE
COLLAR, TYP. SEE DETAIL SHEET C.6.,
STA. 0+99
PROPOSED ANTI-SEEPAGE
COLLAR, TYP. SEE DETAIL SHEET C.6.
LINE
100 YEAR FLOODPLAIN Lt
LIMITS, TM
NIF
Adichool T & Donna P. Smith
DS 2268 PG 196
Lot 98
Steeplechase Subdivision
PB 14 PG 76 &77
PID.- 55055512720000
PROP. TEMP. SILT
FENCE, TYP.
SEE DETAIL SHEET C.8.
W95 % \
NIF
Heather N. Burkett
D8 5147 PG 91
Steeplechase Subdivision
MB 26 PG 478(Mecklenburg County Registry)
PID: 55054620070000
SSMH•
RIA4.612. 1)
IN. 606.86(S)
IN. 606.60'(E)
OU T- 606. 51
618 634
9
SSMH
RIM. 619.8,
IN.• 613, 05'
OUT 612.78'
NIF
J. & Bethany S. Yonnie
D8 769 PC 434
Lot 97
Steeplechase Subdivision
PS 14 PG 76 &77
PID. 55055532400000
RE-CONNECT EXISTING SERVICE LINE
TO PROPOSED SEWER LINE. �00
SEE DETAIL SHEET C.6.
TEMP. GRAVEL CONSTRUCTION 0/ 0%,
ENTRANCE/EXIT, TYP.
SEE DETAIL SHEET C.8.
/A.
ell 0
(o
_T
-EPROP. 4' 0 MANHOLE #15
INSTALLED AT EXISTING
SERVICE LOCATION.
RIM = 612.09'
INV. OUT = 608.01'
CONNECT EXISTING SERVICE
-8- VCP
RESTORE PAVEMENT IN ACCORDANCE
WITH DETAIL ON SHEET C.I.
PG
\-PROP. 4'0 DOGHOUSE MANHOLE #14
LINE D STA. 7+02.95
PLUG EXISTING INVERT OUT.
EXISTING SANITARY SEWER LINE
OUT TO BE ABANDONED BETWEEN
MH #14 AND MH #15.
1 +00 -0+50 0+00
0+50 1+00
1+50 2+00 2+50 3+00 3+50
4+00 4+50 5+00 6+60 6+00 6+50 7+00
634
632
630
628
626
624
622
620
618
616
614
612
610
608
606
604
602
600
598
696
7+50 8+00 8+50 9+00 9+50 9+75
-DICKSON& CO., INC. ALL RIGHTS
COPYRIGHT. 0, Wx RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT, ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT of W.K. DICKSON& CO., INC.. IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
F11 P NAMP ]. %Prni4metq%harriqhiirnl9-tll2nig7oohi - bradford nark nurnt) station no. 21CaddkF` an Set\20120187 DESIGN.dwg -#### - August 2, 2013 -Jordan Isenhour
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-DICKSON& CO., INC. ALL RIGHTS
COPYRIGHT. 0, Wx RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT, ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT of W.K. DICKSON& CO., INC.. IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
F11 P NAMP ]. %Prni4metq%harriqhiirnl9-tll2nig7oohi - bradford nark nurnt) station no. 21CaddkF` an Set\20120187 DESIGN.dwg -#### - August 2, 2013 -Jordan Isenhour
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PROD. NO.,:
20120187.100A
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W.K:DICKSON& ANC. ALL RIGHTS RESERVED. `REPRODUCTION OR USE OF THE CONTE
COPYRIGHT co I
E.- i±rol 'A?q - brid ford 'park pump station no. 2\CaddkPlan Setk20120187 DETA
FILE NAM jects\hard�burq 12018700hi
PHIS DOCUMENT; ADDITIONS OR DELETI,
-#### - August 2, 2013 - Jordan Isenhour
SECTION OF PRECAST MANHOLE
SECTION 13-13
COLLAR, TYP.
SLOPE TOP OF CONCRETE
BASE 2" TOWARD TROUGH
NOTES:
1. MANHOLES SHALL ALSO COMPLY WITH
STANDARD DETAILS FOR MANHOLES.
SECTION A
SPECIALITY MANHOLE (DOGHOUSE)_
NOT TO SCALE
61.019
-:4 i
EXISTING MANHOLE
RAMP DOWN TO
GRAVITY SEWER i EXISTING BENCH
WITH GROUT
EXISTING
BENCH
•4
I IA
V
CORED HOLE Wf
NEOPRENE BOOT A -
STANDARD SEWER LINE CONNECTION
R
T0 EXISTING MANHOLE
NOT TO SCALE
SL009
STANDARD MANHOLE STEP
NOT TO SCALE
S=2
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42
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3•4 BARS
lazog
BELL
io
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TRENCH WALL
TRENCH
OnH0=1
IV a �wi— ww.lwi ♦1- 1 "
(SIDES NEXT TO TRENCH NOT FORMED)
12"MIN.
NOTE:
FORMS NOT REQUIRED BELOW SPRING LINE, CONCRETE MAY BE PLACED
SEE NOTE AGAINST SHAPED BANKS IN LIEU OF FORMS.
4"
t'^Klf%0C'rC PLACED I
Z4
UNDISTURBED SOIL AS
DETERMINED BY ENGINEER.
SECTION
CONCRETE SEEPAGE COLLAR
NOT TO SCALE
SL020.dwg
iz" TOP OF COVER
VIEW
PLAN NOTE:
MANHOLE COVER TO
BE VENTED UNLESS
OTHERWISE NOTED.
DETAIL
25-1/4"
341 23-3/4!'
dd 23-112"
2-10' 1" TI 318!t
7-1/2"
=2-3/4C' A.- 11
jjZ, 4-3/4"
9;:Z47-M J-1
L.43/4I*
22-1/4" I 112„
4-3/8"
24-1/2"
33-1/41'
NOT TO SCALE
SL004
NOTES:
1. VERIFY LOCATION & DEPTH OF LATERALS TO OCCUPIED LOTS.
2. ALL LATERALS SHALL BE INSTALLED AT 90* TO THE SEWER LINE UNLESS
SHOWN OTHERWISE.
3. INSTALL FITTINGS, ADAPTERS AND RUBBER SLEEVE COUPLINGS OR
DUCTILE IRON COUPLINGS AS NECESSARY TO CONNECT TEE AND SERVICE
LATERAL.
4. NEW SERVICE LATERAL SHALL BE INSTALLED AT THE EXISTING LATERAL
SLOPE AND IN THE EXISTING LATERAL LOCATION. CONNECT NEW LATERAL
TO EXISTING LATERAL WITH RUBBER SLEEVE COUPLINGS WITH STAINLESS
STEEL COMPRESSION BANDS AND SHEAR RINGS. BYPASS FLOWS FROM
THE LATERAL DURING CONSTRUCTION TO MAINTAIN SEWER SERVICE.
DISPOSE OF EXISTING LATERAL PIPE MATERIAL OFFSITE.
5. INSTALL AND COMPACT #67 CRUSHED STONE TO A MINIMUM OF 1 FOOT
ABOVE THE TOP OF THE NEW SEWER PIPE, TEE, FITTINGS AND SERVICE
LATERAL PIPES (COMPLETE TO CLEANOUT). IN PAVED AREAS, INSTALL
AND COMPACT IMPORTED ABC STONE OR PIT GRAVEL FROM TOP OF
STONE TO PAVEMENT SUBGRADE. IN UNPAVED AREAS, INSTALL AND
COMPACT COMMON FILL FROM TOP OF STONE TO FINISHED GRADE.
RESTORE SURFACE TO MATCH EXISTING CONDITIONS.
6. TEES SHALL BE ROTATED 22 1/2 DEGREES ABOVE HORIZONTAL PLANE.
INSTALL FITTING AS NECESSARY TO RETURN THE NEW LATERAL TO THE
EXISTING LATERAL ELEVATIbN. ALL TEES SHALL BE DUCTILE IRON.
SANITARY SEWER SERVICE LATERAL CONNECTION
NOT TO SCALE
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FACE OF BASE SECTION
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NOTES:
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0
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2. TWO PIPE CLAMPS REQUIRED FOR PIPE O.D.S 16" AND LARGER.
STANDARD MANHOLE BOOT
NOT TO SCALE
$LOOS
STANDARD MANHOLE PRECAST CONCRETE NOTES:
FRAMEA COVER, GRADE ADJUSTMENT
GRADE
StIt'DETAIL " RINGS-MIN. 4"` HIGH 1. NEOPRENE BOOT, KOR-N-SEAL OR EQUAL TO BE
(MAXIMUM OF 2) USED ON ALL PRECAST MANHOLES WITH ALL
(M�
BITUMINOUS TYPES OF PIPES.
wo
0
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YARN FRAME L\ 2, PIPE CLAMP (300-SERIES NON-MAGNETIC
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TYPE "N" MASONRY
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MANH
W.
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STEPS-16" NEOPRENE
BUTYL MASTIC
7 O.C. VERT. SEE BOOT
.-I"
ROPE SEALER
MAXIMUM NOTE
5" MIN. 3
PREcAST-48"MANHOLE
SECTIONS AS REQUIRED
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-STANDARD PRECAST CONCRETE MANHOLE
NOT TO SCALE
Cc.
CL . c
SLool
W.K:DICKSON& ANC. ALL RIGHTS RESERVED. `REPRODUCTION OR USE OF THE CONTE
COPYRIGHT co I
E.- i±rol 'A?q - brid ford 'park pump station no. 2\CaddkPlan Setk20120187 DETA
FILE NAM jects\hard�burq 12018700hi
PHIS DOCUMENT; ADDITIONS OR DELETI,
-#### - August 2, 2013 - Jordan Isenhour
SECTION OF PRECAST MANHOLE
SECTION 13-13
COLLAR, TYP.
SLOPE TOP OF CONCRETE
BASE 2" TOWARD TROUGH
NOTES:
1. MANHOLES SHALL ALSO COMPLY WITH
STANDARD DETAILS FOR MANHOLES.
SECTION A
SPECIALITY MANHOLE (DOGHOUSE)_
NOT TO SCALE
61.019
-:4 i
EXISTING MANHOLE
RAMP DOWN TO
GRAVITY SEWER i EXISTING BENCH
WITH GROUT
EXISTING
BENCH
•4
I IA
V
CORED HOLE Wf
NEOPRENE BOOT A -
STANDARD SEWER LINE CONNECTION
R
T0 EXISTING MANHOLE
NOT TO SCALE
SL009
STANDARD MANHOLE STEP
NOT TO SCALE
S=2
i
42
i
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112"R
A
co
3•4 BARS
lazog
BELL
io
-T
TRENCH WALL
TRENCH
OnH0=1
IV a �wi— ww.lwi ♦1- 1 "
(SIDES NEXT TO TRENCH NOT FORMED)
12"MIN.
NOTE:
FORMS NOT REQUIRED BELOW SPRING LINE, CONCRETE MAY BE PLACED
SEE NOTE AGAINST SHAPED BANKS IN LIEU OF FORMS.
4"
t'^Klf%0C'rC PLACED I
Z4
UNDISTURBED SOIL AS
DETERMINED BY ENGINEER.
SECTION
CONCRETE SEEPAGE COLLAR
NOT TO SCALE
SL020.dwg
iz" TOP OF COVER
VIEW
PLAN NOTE:
MANHOLE COVER TO
BE VENTED UNLESS
OTHERWISE NOTED.
DETAIL
25-1/4"
341 23-3/4!'
dd 23-112"
2-10' 1" TI 318!t
7-1/2"
=2-3/4C' A.- 11
jjZ, 4-3/4"
9;:Z47-M J-1
L.43/4I*
22-1/4" I 112„
4-3/8"
24-1/2"
33-1/41'
NOT TO SCALE
SL004
NOTES:
1. VERIFY LOCATION & DEPTH OF LATERALS TO OCCUPIED LOTS.
2. ALL LATERALS SHALL BE INSTALLED AT 90* TO THE SEWER LINE UNLESS
SHOWN OTHERWISE.
3. INSTALL FITTINGS, ADAPTERS AND RUBBER SLEEVE COUPLINGS OR
DUCTILE IRON COUPLINGS AS NECESSARY TO CONNECT TEE AND SERVICE
LATERAL.
4. NEW SERVICE LATERAL SHALL BE INSTALLED AT THE EXISTING LATERAL
SLOPE AND IN THE EXISTING LATERAL LOCATION. CONNECT NEW LATERAL
TO EXISTING LATERAL WITH RUBBER SLEEVE COUPLINGS WITH STAINLESS
STEEL COMPRESSION BANDS AND SHEAR RINGS. BYPASS FLOWS FROM
THE LATERAL DURING CONSTRUCTION TO MAINTAIN SEWER SERVICE.
DISPOSE OF EXISTING LATERAL PIPE MATERIAL OFFSITE.
5. INSTALL AND COMPACT #67 CRUSHED STONE TO A MINIMUM OF 1 FOOT
ABOVE THE TOP OF THE NEW SEWER PIPE, TEE, FITTINGS AND SERVICE
LATERAL PIPES (COMPLETE TO CLEANOUT). IN PAVED AREAS, INSTALL
AND COMPACT IMPORTED ABC STONE OR PIT GRAVEL FROM TOP OF
STONE TO PAVEMENT SUBGRADE. IN UNPAVED AREAS, INSTALL AND
COMPACT COMMON FILL FROM TOP OF STONE TO FINISHED GRADE.
RESTORE SURFACE TO MATCH EXISTING CONDITIONS.
6. TEES SHALL BE ROTATED 22 1/2 DEGREES ABOVE HORIZONTAL PLANE.
INSTALL FITTING AS NECESSARY TO RETURN THE NEW LATERAL TO THE
EXISTING LATERAL ELEVATIbN. ALL TEES SHALL BE DUCTILE IRON.
SANITARY SEWER SERVICE LATERAL CONNECTION
NOT TO SCALE
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15' -01,
EXIST.. PAVEMENT=
EXIST. BINDER
EXIST. STONE
2.0" OVERLAY (S9.5C OR S9.58)
15' EACH WAY FROM EDGE OF Fi SAL
PAVEMENT CUT.
i
6 - o. 11" B25.00 OR 825.08 BASE
4 dfl
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8,p a G7
tSET;
n
15' -0"
00
?, 2013 - Jordan Isenhour
n
MAINTAIN --
CONTINUOUS
FLOWUNIE:
SECTION
AGGREGATE STONE DUCTILE IRON TRANSITION
BEDDING, tffl. 8" ADAPTER, OR APPROVED
TOP & SIDIES, 6" EQUAL
BOTTOM, - TYPICAL _.. _ JZ
PVC PIPE I I ( I ( DUCTILE IRON PIPE
ELEVATION
NOTE:
SEE STANDARD SEWER LINE TRENCH DETAIL
FOR PIPE BEDDING BEYOND COUPLING.
STANDARD SEWER LINE COUPLING
TO SPRING LINE OF
EXISTING UTILITY
VARIES, SEE TABLE
AND DESIGN DRAW N11GS - -�
TO UNDISTURBED
EARTH
EXISTING
T
i
NOT TO SCALE
Sion
EXISTING UTILITY PIPE
PLOWABLE FILL
SEE NCDOT MATERIAL
SPECIFICATION 1000 -6
'PROPOSED SEWER LINE - ONE
FULL SECTION OF PIPE
CENTERED
AT POINT OF CROSSING
EXIST.
UTILITY
TYPE
MINIMUM
VERTICAL
SEPARATION
STORM
12"
WATER DIP
181,
SEWER
1
12"
GAS
12"
TYPICAL UTILITY CROSSING
NOT TO SCALE
DI PIPE. ONE FULL —/ CONCRETE ANTI— SEEP --I
PIPE SEGMENT CENTERED COLAR, TYPICAL
ON STREAM CENTERLINE SEE DETAIL SHEET C.6
INSTALL IF NOTED ON PLANS
NOT TO SCALE
KOM
/ SILT FENCE
w mK
0 SEE DETAIL ON SHEET C.8 FOR OWALLAVON OF SILT FENCE
NOM PILE+ HEIGH73 SHALL BE /y) �3g5� FEET.
S'i0"LE SLOPES BE 3 : 1 LRi f 1A friiir
MAINTENANCE:
SEE DETAIL ON SHEET C.8 FOR MAINTENANCE NOTES ON SILT FENCES.
TYPICAL STOCK PILE DETAIL
NOT TO SCALE
..-.,
J
1. THE ENGINEER HAS MADE ALL POSSIBLE ATTEMPTS TO LOCATE
EXISTING UTILITIES. IT IS THE CONTRACTOR'S RESPONSIBILITY TO
FIELD - VERIFY THE LOCATIONS OF ALL UTILITIES PRIOR TO CONSTRUCTION
AND TO NOTE ANY CONFLICTS. ANY DAMAGE TO UTILITIES INCURRED
DURING CONSTRUCTION IS THE RESPONSIBILITY OF THE CONTRACTOR
AND IS TO BE REPAIRED AT THE CONTRACTOR'S EXPENSE, NC ONE CALF,
TELEPHONE NUMBER IS 1- 800 - 632 -4949.
2. MINIMUM SEPARATION DISTANCES FOR SANITARY SEWER LINES FROM
A. WATER LINES -18" VERTICAL OR 10` HORIZONTAL
B. STORM SEWERS - 24" VERTICAL
3. D.I.P. WITH MECHANICAL JOINT ENDS MAY BE SUBSTITUTED WHERE
SEPARATION DISTANCES BETWEEN THE SANITARY SEWER LINE AND
WATER LINE OR STORM SEWER CANNOT BE MAINTAINED. PIPE MUST BE
LAID SUCH THAT FULL SECTIONS OF PIPE ARE CENTERED ON THE
CROSSING POINT AND EXTEND A DISTANCE OF 101 ON EACH SIDE OF THE
POINT OF CROSSING.
4. DISTANCES NOTED ON PLANS ARE FROM CENTERLINE TO CENTERLINE
OF MANHOLES.
5. ALL MANHOLE RIM ELEVATIONS ARE APPROXIMATE. THE SURROUNDING
GRADE SHOULD BE SLOPED GENTLY AWAY FROM THE COVER TO PROVIDE
POSITIVE SURFACE DRAINAGE AWAY FROM THE MANHOLE COVER. THIS
MUST BE PROVIDED ON ALL INSTALLATIONS UNLESS NOTED ON THE PLANS
OR DIRECTED BY THE ENGINEER.
6. PAVEMENT PATCHING AND RESURFACING MUST BE COMPLETED WITHIN
5 DAYS AFTER COMPLETION OF TRENCHING ACTIVITIES. SMALL PATCH
AREAS CAN BE MAINTAINED WITH TEMPORARY PAVEMENT PATCHING OR
CABC STONE UNTIL PERMANENT PATCHING IS COMPLETE.
7. FENCE REMOVAL AND REPLACEMENT: AREAS SHOWN ON THE PLANS
REQUIRING FENCE REMOVAL SHALL BE PERFORMED BY THE CONTRACTOR
ONLY TO THE EXTENT REQUIRED FOR SAFE CONSTRUCTION OF THE
SEWER LINE. THE FENCE SHALL BE CAREFULLY REMOVED AND SAFELY
STORED FOR REPLACEMENT AFTER CONSTRUCTION IS COMPLETE. THE
CONTRACTOR WILL BE RESPONSIBLE FOR PROPER REALIGNMENT OF THE
RESTORED FENCE LINE. ANY MISALIGNMENT OR DAMAGE TO THE
RESTORED FENCE SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE.
THE CONTRACTOR SHALL BE RESPONSIBLE TO NOTE ANY DAMAGE TO THE
FENCE PRIOR TO CONSTRUCTION WITH ADEQUATE PHOTOGRAPHS OR
OTHER EVIDENCE AND SHALL IDENTIFY THE SAME TO THE ENGINEER
PRIOR TO CONSTRUCTION.
** DIRECTION OF FLOW
START LAYING AT LOW END AND BUILD AGAINST DIRECTION OF FLOW
P.V.C. PIPE-
ALL TRENCH TYPES
TONE OF
GRAVEL
C
EARTH BACKFILL COMPAC
TO 90% MINIMUM --HAND
TAMPING, TO 95% UNDER
ADJACENT TO STRUCTURE
NOTES:
1. STONE OR GRAVEL TO BE WELL TAMPED.
SIZE 1/2" TO 1- 1/211. °lo°loUINCLUDE IN UNIT
% %UPRICE BID FOR PIPE.
2. HAND CARVE BOTTOM AND SHAPE FOR
LOWER QUADRANT OF PIPE. EXCAVATE
ADDITIONALLY FOR BELLS.
3. TRENCH SHEETING DRIVEN BELOW INVERT
MUST NOT BE REMOVED
!t
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w
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SEE CREEK CROSSING STABILIZATION
o
..
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DETAILS ON SHEET C.9
a
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/
p
d �J0' WATER LEVEL
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DI PIPE. ONE FULL —/ CONCRETE ANTI— SEEP --I
PIPE SEGMENT CENTERED COLAR, TYPICAL
ON STREAM CENTERLINE SEE DETAIL SHEET C.6
INSTALL IF NOTED ON PLANS
NOT TO SCALE
KOM
/ SILT FENCE
w mK
0 SEE DETAIL ON SHEET C.8 FOR OWALLAVON OF SILT FENCE
NOM PILE+ HEIGH73 SHALL BE /y) �3g5� FEET.
S'i0"LE SLOPES BE 3 : 1 LRi f 1A friiir
MAINTENANCE:
SEE DETAIL ON SHEET C.8 FOR MAINTENANCE NOTES ON SILT FENCES.
TYPICAL STOCK PILE DETAIL
NOT TO SCALE
..-.,
J
1. THE ENGINEER HAS MADE ALL POSSIBLE ATTEMPTS TO LOCATE
EXISTING UTILITIES. IT IS THE CONTRACTOR'S RESPONSIBILITY TO
FIELD - VERIFY THE LOCATIONS OF ALL UTILITIES PRIOR TO CONSTRUCTION
AND TO NOTE ANY CONFLICTS. ANY DAMAGE TO UTILITIES INCURRED
DURING CONSTRUCTION IS THE RESPONSIBILITY OF THE CONTRACTOR
AND IS TO BE REPAIRED AT THE CONTRACTOR'S EXPENSE, NC ONE CALF,
TELEPHONE NUMBER IS 1- 800 - 632 -4949.
2. MINIMUM SEPARATION DISTANCES FOR SANITARY SEWER LINES FROM
A. WATER LINES -18" VERTICAL OR 10` HORIZONTAL
B. STORM SEWERS - 24" VERTICAL
3. D.I.P. WITH MECHANICAL JOINT ENDS MAY BE SUBSTITUTED WHERE
SEPARATION DISTANCES BETWEEN THE SANITARY SEWER LINE AND
WATER LINE OR STORM SEWER CANNOT BE MAINTAINED. PIPE MUST BE
LAID SUCH THAT FULL SECTIONS OF PIPE ARE CENTERED ON THE
CROSSING POINT AND EXTEND A DISTANCE OF 101 ON EACH SIDE OF THE
POINT OF CROSSING.
4. DISTANCES NOTED ON PLANS ARE FROM CENTERLINE TO CENTERLINE
OF MANHOLES.
5. ALL MANHOLE RIM ELEVATIONS ARE APPROXIMATE. THE SURROUNDING
GRADE SHOULD BE SLOPED GENTLY AWAY FROM THE COVER TO PROVIDE
POSITIVE SURFACE DRAINAGE AWAY FROM THE MANHOLE COVER. THIS
MUST BE PROVIDED ON ALL INSTALLATIONS UNLESS NOTED ON THE PLANS
OR DIRECTED BY THE ENGINEER.
6. PAVEMENT PATCHING AND RESURFACING MUST BE COMPLETED WITHIN
5 DAYS AFTER COMPLETION OF TRENCHING ACTIVITIES. SMALL PATCH
AREAS CAN BE MAINTAINED WITH TEMPORARY PAVEMENT PATCHING OR
CABC STONE UNTIL PERMANENT PATCHING IS COMPLETE.
7. FENCE REMOVAL AND REPLACEMENT: AREAS SHOWN ON THE PLANS
REQUIRING FENCE REMOVAL SHALL BE PERFORMED BY THE CONTRACTOR
ONLY TO THE EXTENT REQUIRED FOR SAFE CONSTRUCTION OF THE
SEWER LINE. THE FENCE SHALL BE CAREFULLY REMOVED AND SAFELY
STORED FOR REPLACEMENT AFTER CONSTRUCTION IS COMPLETE. THE
CONTRACTOR WILL BE RESPONSIBLE FOR PROPER REALIGNMENT OF THE
RESTORED FENCE LINE. ANY MISALIGNMENT OR DAMAGE TO THE
RESTORED FENCE SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE.
THE CONTRACTOR SHALL BE RESPONSIBLE TO NOTE ANY DAMAGE TO THE
FENCE PRIOR TO CONSTRUCTION WITH ADEQUATE PHOTOGRAPHS OR
OTHER EVIDENCE AND SHALL IDENTIFY THE SAME TO THE ENGINEER
PRIOR TO CONSTRUCTION.
** DIRECTION OF FLOW
START LAYING AT LOW END AND BUILD AGAINST DIRECTION OF FLOW
P.V.C. PIPE-
ALL TRENCH TYPES
TONE OF
GRAVEL
C
EARTH BACKFILL COMPAC
TO 90% MINIMUM --HAND
TAMPING, TO 95% UNDER
ADJACENT TO STRUCTURE
NOTES:
1. STONE OR GRAVEL TO BE WELL TAMPED.
SIZE 1/2" TO 1- 1/211. °lo°loUINCLUDE IN UNIT
% %UPRICE BID FOR PIPE.
2. HAND CARVE BOTTOM AND SHAPE FOR
LOWER QUADRANT OF PIPE. EXCAVATE
ADDITIONALLY FOR BELLS.
3. TRENCH SHEETING DRIVEN BELOW INVERT
MUST NOT BE REMOVED
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CC
PROJ. DATE.' AUG. 2013..
Q.C.: GTL
Q.C. DATE: AUG 2013
DRAWING NUMBER:
m.''
PROJ. NO.:
2o1 zap $7 :ao.Hi

POST
CLASS A STONE 1
FT HEIGHT, 1 FT.
BEYOND EDGES
STEEL POST 36'
GRADE (MAX.)
FILTER FABRIC
36" MIN. WIDTH
COMPACTED
19 GAUGE HARDWARE CLOTH
W1114" MESH OPENING
F_ 4Wr
9" MAX (RECOMMENDED)
STORAGE HEIGHT
PONDING HEIGHT
19 GAUGE HARDWARE CLOTH
�Wf 114" MESH OPENING
„r ° RUNOFF
/P _ Y-w-
_ 10 FT. MAX. SPACING G WITH
4
�I I Iii" T WRE SUPPORT FENCE
S "--I I;
I i L � . _ I3' NOTES:
. 1. INSPECT AND, REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE
N �= T SEDIMENT WHEN DEPOSITS REACH 30 °lo OF FENCE HEIGHT. All
I I _l
2. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT
CONTRIBUTE SEDIMENT OFF -Sf E AND CAN BE PERMANENTLY STABILIZED. IA l I I I�'
3, SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING
EFFICIENCY.
ROCK SECTION DETAIL
TRENCH WITH GRAVEL
SILT.FIENCE - WIRE & STONE REINFORCED OUTLET
NOT TO SCALE
STEEL POST
WIRE FABRIC
FILTER FABRIC
Z t- !
"' ° - r EXISTING
� � : � GROUND
-•°""' — r- LINE
Vl
�} ANCHOR FABRIC
AS SHOWN
BOTTOM SECTION
TOP AND.
STRAND
MIN. 10-: VARIABLE AS DIRECTED BY THE ENGINEER (10` MAX.
GA., TYP.
STAY WIRES, ANCHOR WIRE FABRIC TO
12" SPACING STEEL POST WITH MIN. 4
MIN. 14 GA. FENCING STAPLES PER POST
W SECURELY
r ANCHOR
i6wyiw[iIRETIES BRIC TO
Lu IRE WITH
z
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/Ii / /�f/i / / /�' �f/ /%� `j,`�f /j'' /��,
b. MAX. ARE FILTER -A, Kit TO $E r I j - V• •• �• • �zV••-
N FABRIC MESH POLYPROPYLENE NYLON, L` uj o PLAN
P'I I I I co a. STEEL POST
OPENING POLYESTER OR POLY- �
U _ 36 $CI. IN. ETHYLENE YARN OF
MANUFACTURER TO BE
w.
APPROVED BY ENGINEER
ELIEV
. TION r
NOTES. FL-- QW
1.. THE CONTRACTOR SHALL. MAINTAIN ALL SILT FENCING BY REMOVING AND _
DISPOSING OF SILT ACCUMULATIONS AS DIRECTED BY THE ENGINEER. FILTER
FABRIC SHALL BE REPLACED WHEN IT HAS DETERIORATED TO SUCH EXTENT i•�
THAT IT REDUCES THE EFFECTIVENESS OF THE SILT FENCE.
2. FILTER OAEiftIC SHALL HAVE A MINIMUM TENSILE STRENGTH {@ 20% MAX. 30-4"
ELONGATION) OF 30Ibs/LIN. IN., WIRE FABRIC REQUIRED.
3. IF. EXTRA STRENGTH. FABRIC IS UTILIZED (MIN. TENS Ii,E STRENGTH = 50
1bsiLIN:.tN. c(�D MAX, 20 °Io;EI. ONGATION),'WIRE FABRIC IS OPTIONAL, MAXIMUM
POST SPACING = 6 FEET.
>TART NEW
20LL IN CHECK
>LOT, OVERLAP
ANiMUM V
12"
-"` 40 — EROSION CONTROL MATTING MUST
MEET OR EXCEED THE FOLLOWING REQUIREMENTS: _
FIGURE 3 100 % COCONUT FIBER (COIR) TWINE WOVEN INTO A HIGH STRENGTH MATRIX. 6" 1
TOP OF BANK THICKNESS -0.35 IN. MINIMUM.
TENSILE STRENGTH -1740 LB/FT MINIMUM
TERMINATION SHEAR STRESS. -4.5 LBSISQFT FIGURE 4
FLOW VELOCITY- OBSERVED 12 FT /SEC
WEIGHT - 23OZ/SY TERMINAL ANCHOR TRENCH
SIZE - 9.84FT X 165 FT (180 BY)
"C" FACTOR - 0.002
OPEN AREA (MEASURED) - 48%
SLOPES — UP TO A MAXIMUM OF 1:1
EROSION CONTROL MATTING INSTALLATION
NOT TO SCALE
A': POSTS SHALL BE 1 'Al Ib/LF STEEL UNLESS APPROVED BY
.....E CLOTH
W11/4" MESH —— OPENING.
% 4' MAX SPACING BETWEEN POSTS.
NO.5 WASHED
FILTER STONE
F.. --F-
'' "-- ANCHOR FABRIC MESH
IN 16" OF NO.6
WASHED STONE
ENGINEER.. SECTION A -A
NOTES:
TIVIPtJRARY SILT FENCE 1. SEDIMENT SHALL BE REMOVED AND TRAP RESTORED TO ITS ORIGINAL DIMENSIONS WHEN
NOT TO SCALE THE SEDIMENT HAS ACCUMULATED TO 112 THE DESIGG'J! DEPTH OF THE TRAP. REMOVED
SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA AND IN SUCH A MANNER THAT IT
WILL NOT ERODE.
2. THE STRUCTURE SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS MADE AS NEEDED.
3. CONSTRUCTION OPERATIONS SHALL BE CARRIED OUT IN SUCH A MANNER THAT EROSION
AND WATER POLLUTION SHALL BE MINIMIZED.
4. THE SEDIMENT TRAP SHALL BE REMOVED AND THE AREA STABILIZED WHEN THE
REMAINING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.
TEMPORARY CATCH BASIN SEDIMENT TRAP
NOT TO SCALE
ECOQS
COPYRIGHT . ©;.W.K DICKSON & CO., INC.' ALL RIGHTS RESERVED .: REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT, ADDITIONS OR DELETIONS TO THIS DC
PILE NAME: I:tPro`ectsXharrtsbur t2612018700hI - bradford Lark pump, statton no. 2k0add1flan Set120120187 DETAILS.dw -# # ## -
August 2, 2018 - Jordan Isenhour
IN WHOLE OR IN PART, `ARTHOUT WRITTEN CON;
NCDOT #5 OR #57
WASHED STONED
(6- MIN.)
ELEVATION
ERTS
ORM
If EROSION STONE
NOT TO SCALE
Sol
<_t�k
COARSE AGGREGATE -
STONE SIZE = 2 "-r
6" THICK
MINIMUM
L GEOTEXTILE FABRIC INSTALLED
MAINTENANCE: UNDER CONSTRUCTION ENTRANCE
MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE
CONSTRUCTION SITE. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH 2 -INCH STONE. AFTER EACH
RAINFALL, INSPECT ANY STRUCTURE USED TO TRAP SEDIMENT AND CLEAN IT OUT AS NECESSARY.
IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS SPILLED, WASHED, OR TRACKED ONTO PUBLIC
ROADWAYS.
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
NOT TO SCALE
31TED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGR
INSTALLATION NOTES:
SITE PREPARATION
GRADE AND COMPACT AREA.
REMOVE ALL ROCKS, CLODS, VEGETATION, AND OBSTRUCTIONS SO THAT MATTING WILL
HAVE DIRECT CONTACT WITH THE SOIL
PREPARE SEEDBED BY LOOSENING 3 TO 4 INCHES OF TOPSOIL ABOVE FINAL GRADE,
TEST SOILS FOR ANY NUTRIENT DEFICIENCIES AND SUBMIT SOIL TEST RESULTS TO THE
CITY. APPLY ANY TREATMENT SUCH AS LIME OR FERTILIZERS TO THE SOIL IF NEEDED.
DO NOT MULCH AREAS WHERE MAT IS TO BE INSTALLED.
SEEDING
APPLY SEED TO SOIL BEFORE PLACING MATTING.
WHEN USING PERMANENT LINER, APPLY ADDITIONAL SEED AFTER INSTALLATION AND
FILL MAT WITH SOIL.
INSTALLATION
OVERLAP ADJACENT MATS 3" AND ANCHOR EVERY 18" ACROSS THE OVERLAP.
THE HIGHER ELEVATION MAT SHOULD BE PLACED OVER THE LOWER ELEVATION MAT.
EDGES SHOULD BE SHINGLED AWAY FROM THE FLOW OF WATER.
LAY MAT LOOSE TO ALLOW CONTACT WITH SOIL.
DO NOT STRETCH TIGHT.
ANCHOR MAT USING BIODEGRADABLE STAKES OR PINS.
EXCAVATE INITIAL ANCHOR TRENCH 12 "X6" ACROSS THE EMBANKMENT AT THE LOWER
END OF THE PROJECT AS SHOWN ON SHEET 5. SEE FIGURE 9 FOR INITIAL ANCHOR TRENCH.
PLACE W x W CHECK SLOTS AT 30' INTERVALS ALONG THE EMBANKMENT AND WEIR.
SEE FIGURE 2.
CUT 4" x 4" TRENCH ALONG TOP OF BANK FOR MAT TERMINATION. EXTEND MAT TO THE
EDGE OF THE ASPHALT OR 2 TO 3 FEET ABOVE THE CREST IF POSSIBLE.
BEGINNING AT THE CENTER OF THE EMBANKMENT AT THE DOWNSTREAM END OF THE
AREA TO BE LINED, PLACE THE END OF THE ROLL IN ANCHOR TRENCH AND SECURE WITH
BIODEGRADABLE STAKES OR PINS. SEE FIGURE 1.
PLACE ADJACENT ROLLS IN THE ANCHOR TRENCH WITH A MINIMUM OF 3" OVERLAP.
SECURE WITH BIODEGRADABLE STAKES OR PINES, BACKFILL ANCHOR TRENCH, AND
COMPACT SOIL.
UNROLL MAT OVER COMPACTED ANCHOR TRENCH, STOP AT NEXT CHECK SLOT OR
TERMINAL ANCHOR.
UNROLL ADJACENT ROLLS IN SAME MANNER, WITH A MINIMUM OF 3" OF OVERLAP.
STAPLE AT 18" INTERVALS ALONG OVERLAP.
FOLD AND SECURE MAT ROLLS TIGHTLY INTO CHECK SLOTS. LAY MAT IN CHECK SLOT,
FOLD BACK AGAINST ITSELF, ANCHOR THROUGH BOTH LAYERS, BACKFILL AND COMPACT
SOIL. CONTINUE ROLLING MAP UPSTREAM. SEE FIGURE 2.
BEGIN NEW ROLLS IN CHECK SLOT, AND OVERLAP ENDS MINIMUM OF 1'.
SEE FIGURE 4 FOR TERMINATION AT UPSTREAM END.
MAINTENANCE
INSPECT ROLLED EROSION CONTROL PRODUCTS AT LEAST WEEKLY AND AFTER EACH
SIGNIFICANT (1/2 INCH OR GREATER) RAIN FALL EVENT REPAIR IMMEDIATELY)
GOOD CONTACT WITH THE GROUND MUST BE MAINTAINED, AND EROSION -MUST NOT OCCUR
BENEATH THE RECD.
ANY AREAS OF THE RECD THAT ARE DAMAGED OR NOT IN CLOSE CONTACT WITH THE
GROUND SHALL BE REPAIRED AND STAPLED.
IF EROSION OCCURS DUE TO POORLY CONTROLLED DRAINAGE, THE PROBLEM SHALL BE
FIXED AND THE ERODED AREA PROTECTED.
MONITOR AND REPAIR THE RECP AS NECESSARY UNTIL GROUND COVER IS ESTABLISHED.
CARRY CLASS B STONE
1' 2'
N.C.D.O.T. CLASS B
UP SIDES OF SPILLWAY
IN MIN
CONTROL
uJ
d M"
STONE
N.C.D.O.T. NO. 57
WASHED STONE ON
VARIES WITH
UPSTREAM FACE
`2
DEPTH OF
DITCH.
FL-- OW°,
!1
�/
{2' MAX.)
.
i
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co
`
1'
VARIES VATH
FILTER FABRIC MIN.
DEPTH OF DITCH
SECTION
B —B
3' MIN.
SECTION _A —A
STONE CHECK DAM
TNNANCE FOR ALL CHECK DAMS:
INSPECT CHECK DAMS AND CHANNELS FOR DAMAGE AFTER EACH RUNOFF
EVENT. ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE THE CHECK DAM
AND EROSION FROM HIGH FLOWS AROUND THE EDGES OF THE DAM,
CORRECT ALL DAMAGE IMMEDIATELY. IF SIGNIFICANT EROSION OCCURS
BETWEEN DAMS, INSTALL A PROTECTIVE RIP—RAP LINER IN THAT PORTION OF
THE CHANNEL. REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS AS
NEEDED TO PREVENT DAMAGE TO CHANNEL VEGETATION, ALLOW THE
CHANNEL TO DRAIN THROUGH THE FIBER CHECK DAM, AND PREVENT LARGE
FLOWS FROM CARRYING SEDIMENT OVER THE DAM. , CHECK DAM SHALL BE
CLEANED OUT WHEN 50% OF STORAGE CAPACITY HAS BEEN FILLED IN WITH
SEDIMENT.
kL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FULL. SCALE: i u NA`
0
HOR. DATUM. NQ GRID (MAD 83)
VERT. DATUM: NAVD 88
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KEY IN MAT TI ]NO PER
MANUFACTURERS
INSTRUCTIONS
LIVE STAKE PLANTINGS SEE DETAIL BELOW
— COIR FIBER MATTING
(400g/M)
9" -12" DIAMETER
COIR FIBER ROLL
COIR FIBER ROLL TO BE HELD
\ / \ \\ IN PLACE WITH WOODEN
STAKES
j \ \ \�\ PER MANUFACTURERS
INSTRUCTIONS
X
EXIST BANK
SEE STREAM BED CONTROL DETAIL
MATCH EXISTING STREAM BED GRADE
CREEK CROSSING STABILIZATION
NOT TO SCALE
CHANNEL SEEDING CONSTRUCTION NOTES:
TEMPORARY SEED MIX 1. INSTALL EROSION CONTROL
LATE WINTER/EARLY SPRING MEASURES AND TREE
PROTECTION AS SHOWN ON
'(GP 'Q 120 LBIACRE
-RYE AN)
PLAN. THE CONTRACTOR MAY
MODIFY OR RELOCATE EROSION
SUMMER CONTROL MEASURES TO MAKE
ADJUSTMENTS FOR
- GERMAN MILLET @ 40 L-8/ACRE
L UNFORESEEN FIELD CONDITIONS.
-SUDANGRASS @ 60 LBACRE (AS A SUBSTITUTE) ALL RELOCATION SHALL HAVE
THE APPROVAL OF THE
ENGINEER.
FALL
-RYE (GRAIN) @ 120 LB/ACRE 2. CLEAR AND GRUB AREA OF ALL
TRASH AND EXOTICANVASIVE
VEGETATION.
PERMANENT RIPARIAN SEED MJX (IDEALLY PLANTED EITHER 3• STABILIZE GRADED BANKS WITH
AU"EPT OR MAR APR) SEED AND MULCH.
-REDTOP 0 7 LB/ACRE 4, INSTALL COIR FIBER MAT PER
MANUFACTURERS INSTRUCTION.
-SWITCH GRASS 0 50 L&ACRE 5. INSTALL PLANTS AS DESCRIBED
-SEDGE 10 LB /ACRE IN PLANTING NOTES ON THIS
-RICE bvrGRAss Q 20 LB/ACRE SHEET.
NOTE:
ALTERNATIVE SPECIES MAY BE USED UPON APPROVAL BY
THE ENGINEER,
STREAM STABILIZATION NOTES
NOT TO SCALE
COIR FIBER
L
45 DEGREE.
TAPERED BUTT
END,
LIVE ST
SECTION VIEW
LIVE STOUT-STAKES SHALL
BE SPACED 2 FEET APART.-,
1 N 2#
LIVE STAKE
NOT TO SCALE
COIR FIBER
ROLL
GRAVEL SUBSTRATE
50 / 50 MIX OF IN SITU SOIL AND # 5 STONE
TOP OF BANK
BOTTOM OF BANK
-i
W
Z
i f FLOW 1W
B
•
•
A
GRADE CONTROL ROCK
50 / 50 MIX CLASS B / I RIP RAP
ro
cv
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W
z
z
Z ae
U3 m
z
W
3:
u_ B
MAXIMUM u�
WIDTH OF DISTURBANCE C14
LIMITED TO 16
L-M.- A
STREAM BED CONTROL - PLAN VIEW
EROSION CONTROL MATTING MATCH EXISTING CHANNEL FULLBANK WIDTH EROSION CONTROL MATTING
(SEE DETAIL SHEET C.8) (SEE DETAIL SHEET C.8)
BANKFULL ELEVATION jf1ki
A-vfm
-
13 /,—
MIN. INVERT SET AT PROFILE GRADE
IrnD nc 01cc1 C
FILTER
FABRIC TYP.
GRAVEL SUBSTRATE GRADE CONTROL ROCK
)F 50 150 MIX
50150 MIX OF IN SITU SOIL 50 / 50 MIX CLASS B / I RIP RAP
AND # 5 STONE
,STREAM BED CONTROL - SECTION A-A
BANKFULL ELEVATION
mr%1r"rr%fkA ^1= C31001 C
FILTER
FABRIC GRAVEL SUBSTRATE
50 / 50 MIX OF IN SITU SOIL
AND # 5 STONE
GRADE CONTROL ROCK --J
50 / 60 MIX CLASS B / I RIP RAP
STREAM BED CONTROL - PROFILE B-13
STREAM BED CONTROL DETAIL
NOT TO SCALE
NOTE:
PRIOR TO ANY LAND DISTURBING ACTIVITIES, CONTRACTOR SHALL CLEARLY
MARK WITH ORANGE FABRIC FENCING ALL WETLANDS, STREAMS, SURFACE
WATERS, AND RIPARIAN BUFFERS LOCATED ON THE PROJECT SITE WHERE
IMPACTS ARE NOT ALLOWED.
REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART; WITHOUT WRITTEN- --- SENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES:
station no. 2\CaddkPlan Set\20120187 DETAILS.dwg -"## • August 2, 2013 - Jordan Isenhour
CAR
4
0
4b
6.10
)FESSIONALSEAL
FULL SCALE;.1u_—. NA
0
HOR. DATUM: NO GRID.(NAD 83)
VERT. DATUM', 14AVD 88
MATTING
PLANT LIST
0.76'30 2"
FLAT TOP.
END
DETAIL.
LIVE STAKES SHOULD BE 2-3 FEET
LIVE STAKE SPECIES
0.5
TO 1.5
LONG: ADDITIONALLY, THE STAKES
SCIENTIFIC NAME COMMON NAME PERCENT
,LATERAL
SHOULD.kAVE A DIAMETER OF 0.76 TO
Comusamomum Silky Dogwood 50%
BUD
�.2-INCHES.:
Vibumum dentatum Arrowwood 25%
z
.0
Sambucus Canadenis Elderberry 25%
ALL PLANTING AREAS
SIDE BRANCH
REMOVED AT
COIR FIBER FABRIC MAT NOT BE CUT WITH PLANTING IMPLEMENTS. THE
SUGHT-ANGLE.'..
MIN
SMALLEST OPENING NECESSARY TO ACCOMMODATE EACH PLANT SHALL BE
CUT INTO THE FABRIC USING A SHARP KNIFE OR SHEARS.
Z.
0
PLANT SPACING
PLANTS SHALL BE INSTALLED IN STAGGERED ROWS, PLANT SPACING SHALL BE
APPROXIMATELY TWO FEET (2.0) BETWEEN PLANTS IN THE SAME ROW, ROWS
COIR FIBER SHALL BE STAGGERED SUCH THAT ROWS ARE APPROXIMATELY TWO FEET
cc
.0
MATTING
(20) APART. CONTRACTOR REQUIRED TO USE COMBINATION OF ALL PLANT
SPECIES.
L
45 DEGREE.
TAPERED BUTT
END,
LIVE ST
SECTION VIEW
LIVE STOUT-STAKES SHALL
BE SPACED 2 FEET APART.-,
1 N 2#
LIVE STAKE
NOT TO SCALE
COIR FIBER
ROLL
GRAVEL SUBSTRATE
50 / 50 MIX OF IN SITU SOIL AND # 5 STONE
TOP OF BANK
BOTTOM OF BANK
-i
W
Z
i f FLOW 1W
B
•
•
A
GRADE CONTROL ROCK
50 / 50 MIX CLASS B / I RIP RAP
ro
cv
I
_j
W
z
z
Z ae
U3 m
z
W
3:
u_ B
MAXIMUM u�
WIDTH OF DISTURBANCE C14
LIMITED TO 16
L-M.- A
STREAM BED CONTROL - PLAN VIEW
EROSION CONTROL MATTING MATCH EXISTING CHANNEL FULLBANK WIDTH EROSION CONTROL MATTING
(SEE DETAIL SHEET C.8) (SEE DETAIL SHEET C.8)
BANKFULL ELEVATION jf1ki
A-vfm
-
13 /,—
MIN. INVERT SET AT PROFILE GRADE
IrnD nc 01cc1 C
FILTER
FABRIC TYP.
GRAVEL SUBSTRATE GRADE CONTROL ROCK
)F 50 150 MIX
50150 MIX OF IN SITU SOIL 50 / 50 MIX CLASS B / I RIP RAP
AND # 5 STONE
,STREAM BED CONTROL - SECTION A-A
BANKFULL ELEVATION
mr%1r"rr%fkA ^1= C31001 C
FILTER
FABRIC GRAVEL SUBSTRATE
50 / 50 MIX OF IN SITU SOIL
AND # 5 STONE
GRADE CONTROL ROCK --J
50 / 60 MIX CLASS B / I RIP RAP
STREAM BED CONTROL - PROFILE B-13
STREAM BED CONTROL DETAIL
NOT TO SCALE
NOTE:
PRIOR TO ANY LAND DISTURBING ACTIVITIES, CONTRACTOR SHALL CLEARLY
MARK WITH ORANGE FABRIC FENCING ALL WETLANDS, STREAMS, SURFACE
WATERS, AND RIPARIAN BUFFERS LOCATED ON THE PROJECT SITE WHERE
IMPACTS ARE NOT ALLOWED.
REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART; WITHOUT WRITTEN- --- SENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES:
station no. 2\CaddkPlan Set\20120187 DETAILS.dwg -"## • August 2, 2013 - Jordan Isenhour
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EROSION CONTROL SEQUENCE OF CONSTRUCTION NOTES
1. SCHEDULE A PRECONSTRUCTION CONFERENCE ON-SITE WITH THE
EROSION CONTROL INSPECTOR FROM THE MOORESVILLE REGIONAL
OFFICE OF THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND
NATURAL RESOURCES (NCDENR, 704-663-1699), AND THE ENGINEER'S
REPRESENTATIVE.
2, BEFORE INITIATION OF.CONSTRUCTION, INSTALL PERIMETER EROSION
CONTROL MEASURES SHOWN ON THE PLANS INCLUDING SILT FENCE
AND STONE OUTLETS AT CREEK CROSSINGS ALONG WITH ANY
REQUESTED BY THE'NCDENR INSPECTOR RESULTING FROM THE
PRECONSTRUCTION MEETING, CLEARING AREAS ONLY AS NEEDED TO
INSTALL THE DEVICES. OWNER, SHALL PERFORM SELF INSPECTION
AFTER PERIMETER CONTROLS (SILT FENCE, CONSTRUCTION
ENTRANCES, ETC.) ARE INSTALLED.
3. INSTALL SEWER MAIN. EROSION CONTROL DETAILS ARE SHOWN ON THE
DRAW IONS ARE DEFINED IN THE PLAN
DRAWINGS AND STRUCTURE LOCATIONS
VIEWS.
4. REMOVE/REINSTALL SILT FENCE AND STONE OUTLETS DAILY AS
REQUIRED TO FACILITATE CONSTRUCTION AT CREEK CROSSINGS
INSTALLED BY DIRECT BURY.
5*
MAINTENANCE OF EROSION CONTROL DEVICES IS THE CONTRACTOR 'S
RESPONSIBILITY. AFTER EACH RAIN STORM THE DEVICES SHALL BE
INSPECTED FOR DAMAGE AND REPAIRS MADE AS NEEDED. ANY SILT
ACCUMULATION SHALL BE REMOVED IMMEDIATEDLY AND DISPOSED OF
PROPERLY.
6. 'RESEED AND MULCH DISTURBED AREAS AS GRADING IS COMPLETED
'ALONG-ALL CONSTRUCTION. ALL DISTURBED AREAS MUST BE
VEGETATED OR OTHERWISE STABILIZED WITHIN THE NUMBER OF DAYS
NOTED IN THE GROUND COVER SCHEDULE AFTER BEING DISTURBED.
THE CONTRACTOR-SHALL UTILIZE THE SEEDING AND MULCHING
SCHEDULES NOTED SON THE DRAWINGS. NO MORE THAN 1,000 LF OF
ROAD SHOULDER SHALL BE DISTURBED PRIOR TO CLEANING/SEEDING.
A. ALL. LOCATIONS DISTURBED DURING CONSTRUCTION WILL BE
RESTORED ACCORDING TO THE PERMANENT SEEDING SCHEDULE AS
SHOWN ON THE PLANS.
13. IFI THE ,WATER AND/OR SEWER LINE IS LOCATED WITHIN AN EXISTING
DITCH, LINE; AND THE CHANNEL VELOCITY EXCEEDS 2 FT./SEC.,
TEMPORARY CHANNEL LINERS (JUTE NET, STRAW WITH NET,
FIBERGLASS ROVING, GEOTEXTILE FABRIC, ETC.) SHALL BE USED AS
SHOWN ON THE PLANS AND AS DIRECTED BY THE ENGINEER. THESE
DITCH LINES WILL BE RESTORED ACCORDING TO THE PERMANENT
SEEDING SCHEDULE AS SHOWN ON THE PLANS.
7. AFTER COMPLETE STABILIZATION OF DISTURBED AREAS AND AS
DIRECTED BY THE ENGINEER, REMOVE EROSION CONTROL DEVICES
FROM THE SITE.
EROSION CONTROL @MEE MAINTENANCE NOTES
1'. THE CONTRACTOR IS RESPONSIBLE FOR THE MAINTENANCE AND
REPAIR OF THE EROSION CONTROL DEVICES UNTIL CONSTRUCTION IS
COMPLETE.
2.,... ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE CHECKED
FOR STABILITY' ANQ OPERATION FOLLOWING EVERY RUNOFF
.`PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE PER WEEK.
­3. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL
PRACTICES. AS'DESIGNED.
4, SEDIMENT IS TO.BE BE REMOVED FROM THE SEDIMENT TRAPS, BASINS
AND INLET PR0TJEdtION*DEVICk8 WHEN STORAGE CAPACITY HAS
bEkI�i-"APPROXIMATELY 50% FILLED.
-GRAVEL IS TO BE CLEANED AND/OR REPLACED WHEN THE SEDIMENT
POOL.NO LONGER DRAINS PROPERLY.
6. SEDIMENT IS TORE REMOVED FROM BEHIND SILT FENCE WHEN IT
BECOMES -APPRoximATELY 0.50' DEEP AT THE FENCE. THE SILT
:FENCE IS70 BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER,
PERMANENT GROUND COVER MUST BE ESTABLISHED WITHIN THE
PROPOSED DITCHES AND CHANNELS.
S ALL DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED
AS— NEEDED IN ACCORDANCE WITH THE SPECIFICATIONS.
9.:. ADDITIONAL MECHANICAL MEASURES WILL BE REQUIRED IF
VEGETATIVE COVER CANNOT BE ESTABLISHED AS PROPOSED,
CONTRACTOR SHALL MAINTAIN A RAIN GAUGE ON SITE AND PROVIDE
WEEKLY/POST RAINFALL INSPECTION REPORTS TO THE OWNER IN
ACCORDANCE VWTH* NC;DLR REQUIREMENTS.
SEWER LINE DATA TABLE
TOTAL PROJECT /DISTURBED AREA 2.69 ACRES
r
DPYRIGHT @j W.K. DICKSON & CO., INC.- ALL RIGHTS RESERVED
LE NAME. I:kproici6ts\h'airisbUrg�. 201*2018700hI - bradford'paik pump
TEMPORARY SEEDING — LATE WINTER/EARLY SPRING
Seeding Mixture
Species Rate (lb/ocre)
Rye (grain) 120
Annu:ol lespedeza (Kobe in Piedmont 50
and Coastal Plain, Korean in Mountains)
Omit annual lespedezo when duration of temporary cover is not to extend
beyond Ju,­,e.
Seeding dotes
Mountains Above 2500 ft: Feb. 15—May 15
Below 2500 ft: Feb. 1—May 1
Piedmont Jan. 1—May 1
Coastal Pkain — Dec.1—Apr. 15
Soil amendments
Follow recc,mmendotions of soil tests or apply 2,000 lb/acre ground agricultural
limestone ond 750 lb/ocre 10-10-10 fertilizer.
Mulch
Apply 4,000 lb/ocre strow. Anchor strow by tacking with asphalt, netting or a
mulch onedhoring tool. A disk with blades set nearly straight can be used as
a mulch anchoring tool.
Maintenance
Refertilize ff growth is not fully adequate. Reseed, refertilize and mulch im-
mediately following erosion or other damage.
TEMPORARY SEEDING SCHEDULE — SUMMER
Seeding mixture
Species Rote (lb /acre)
German millet 40
In the Fli'cedmont and Mountains, a small—stemmed Sudongrass may be
substituted at a rote of 50 "lb /acre,
Seeding dates
Mountains May 15—Aug. 15
Piedmont May 1—Aug. 15
Coastal :Plain — Apr. 15—Aug. 15
Soil ornendments
Follow ro5commendations of soil tests or apply 2,000 lb/acre ground
ogricultLurol limestone and 750 lb/ocre 10-10-10 fertilizer.
Mulch
Apply 48000 lb/acre straw. Anchor straw by tacking with asphalt,
netting or a mulch anchoring tool. A disk with blades set nearly
straight can be used as an anchoring tool.
Maintenance
Refertilize if growth is not fully adequate. Reseed, fertilize and mulch
immediately following erosion or other damage.
TEMPORARY SEEDING SCHEDULE — FALL
Seeding mixture
Species Rate (lb/ocre)
Rye (grain) 120
Seeding dates
Mountoin_s — Aug. 15—Dec. 15
Coastal Plain and Piedmont — Aug. 15—Dec. 30
Soil arnendments,
Follow sr,11 tests or apply 2,000 lb/acre ground agricultural lime-
stone and 1,000 lb/ocre 10-10-10 fertilizer,
Mulch
Apply 4,000 lb /acre straw. Anchor straw by tacking with asphalt,
netting c,r 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 lb /acre of nitrogen in March. If it is necessary to extend
temporary cover beyond June 15, overseed with 50 lb/acre Kobe
(Piedmont and Coastal Plain) or Korean (Mountains) lespedezo in
late Feb: cry or early March.
PERMANENT SEEDING — GRASS—LINED CHANNELS
Seeding Mixture
Species Rate (lb /acre)
Tall fescue 175-200 (3 lb/1000 sq. ft.)
Kentucky bluegrass 20 (1 lb/1000 sq. ft.)
Nurse plants
Between May I and Aug. 15, odd 10 lb/ocre German millet or 15 lb/acre
Sudongross. Prior to May 1 or after Aug. 15, odd 40 lb/ocre rye (grain).
Seeding dates Best Possible
Below 2500 ft: Aug. 15—Sept. 1 July 25—Sept. 15
Mar. 1—Apr. 1 Mor. 1 —May 10
Above 2500 ft: July 25—Aug. 15 July 15—Aug, 30
Soil amendments Mar. 20—Apr. 20 Mar. 5—Moy 15
Apply lime and fertilizer according to soil tests, or apply 4,000 lb/ocre ground
agricultural limestone and 1,200 lb/ocre 10-10-10 fertilizer.
Mulch
Use jute, excelsior motting, or a similar channel lining material 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 4,000 lb/ocre grain straw and
anchor strow by stapling netting over the top.
Mulch and anchoring materials must not be allowed to wash downslope where
they can clog drainage devices.
Maintenance
Inspect and repair mulch frequently. Refertilize in late winter according to soil
tests or apply 150 lb /acre 10-10-10 fertilizer (3 lb/1000 sq. ft.). Mow
regularly to a height of 2-4 inches.
PERMANENT SEEDING SC.H.ED.0 LE- MIXTURE #1M
Seeding Mixture
Species Rate (lb /acre)
Toll fescue 100
SITE AREA DESCRIPTION
Sericea lespedeza 20
STABILIZATION TIME FRAME EXCEPTIONS
Korean lespedeza 10
7 1 DAYS
Redtop 5
SWALES, DITCHES AND SLOPES
Kentucky bluegrass 5
Seeding note
7 DAYS
After Aug. 1, use unscorified seed for sericeo
lespedeza.
Nurse plants
IF SLOPES ARE IV OR LESS IN LENGTH AND ARE
Between May 1 and Aug. 15 add 10 lb/acre German millet or 15 lb/acre
Sudongross. Prior to May 1 or after Aug. 15,
add 40 lb/acre rye (grain). it
may be beneficial to plant the grosses in late
summer and overseed the
lespedezas in March.
SLOPES 3:1 OR FLATTER
Seeding dates
THAN 50 FEET IN LENGTH
Best
Possible
Below 2500 ft: Aug. 15—Sept. I
July 25—Sept. 15
Mar. 1 --Apr. 1
Mor. 1—May 10
Above 2500 ft: July 25—Aug. 15
July 15—Aug., 30
Mar. 20 —Apr. 20
Mar. 5—May 15
Complete seeding earlier in the foil, and start
later in spring on north and
east facing slopes.
Soil amendments
Apply lime and fertilizer according to soil tests, or apply 4,000 lb/acre ground
agricultural limestone and 1,000 lb/acre 5-10-10 fertilizer.
Mulch
Apply 4,000-5,000 lb/acre grain straw or equivalent cover of another suitable
mulching material. Anchor mulch by tacking with asphalt, roving or netting..
Netting is the preferred anchoring method on
steep slopes.
Maintenance
Mow no more than once a year. Refertilize in
the second year unless growth
is fully adequate. Reseed, fertilize and mulch
damaged areas immediately.
1. GROUND COVER - WHEREVER LAND DISTURBING ACTIVITY IS UNDERTAKEN
ON A TRACT COMPRISING MORE THAN ONE (1) ACRE, A GROUND COVER
SUFFICIENT TO RESTRAIN EROSION MUST BE PLANTED OR PROVIDED PER
THE GROUND COVER SCHEDULE SHOWN ON THIS SHEET.
2. GRADED SLOPES AND FILLS - PER THE GROUND COVER SCHEDULE
SHOWN HERE, OR AT THE COMPLETION OF ANY PHASE OF GRADING,
WHICHEVER PERIOD IS SHORTER, SLOPES SHALL BE PLANTED OR
OTHERWISE PROVIDED WITH GROUND COVER, DEVICES, OR STRUCTURES
SUFFICIENT TO RESTRAIN EROSION.
GROUND COVER SCHEDULE
SITE AREA DESCRIPTION
STABILIZATION TIME FRAME
STABILIZATION TIME FRAME EXCEPTIONS
PERIMETER DIKES,
7 1 DAYS
NONE
SWALES, DITCHES AND SLOPES
HIGH QUALITY WATER (HQW) ZONES
7 DAYS
NONE
IF SLOPES ARE IV OR LESS IN LENGTH AND ARE
SLOPES STEEPER THAN 3:1
7 DAYS
NOT STEEPER THAN 2:1,14 DAYS ARE ALLOWED
D
7 DAYS FOR SLOPES GREATER
SLOPES 3:1 OR FLATTER
14 DAYS
THAN 50 FEET IN LENGTH
ALL OTHER AREAS WITH
Z
0
NONE (EXCEPT FOR PERIMETERS
SLOPES FLATTER THAN 4:1
14 DAYS
i
I AND HWQ ZONES)
THE —CONTENTS OF THIS DOCUMENT, ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MAI
20187 DETAILS.dwg -#### - Lugust 2, 2013 - Jordan Isenhour
1. PER THE GROUND COVER SCHEDULE SHOWN HERE, OR AT THE
COMPLETION OF ANY PHASE OF GRADING, WHICHEVER PERIOD IS
SHORTER, DISTURBED AREAS SHALL BE PLANTED OR OTHERWISE
PROVIDED WITH GROUND COVER, DEVICES, OR STRUCTURES
SUFFICIENT TO RESTRAIN EROSION.
ff IKI
rw& I A`KSON
LDj
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geornatics
401 4th Street, SW
Suite 201
H, c'o y
r ' No 28602
V 828.327.6911
828.327.9164
W
ww.wkdiok on.com
No. LICENSE NO. F-0374
.4 I VA19110%,
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PROFESSIONAL SEAL
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PROJ. DATE' AUG. I 2913
Q,C.: IGTL
Q.C..DATE-.,-. IAUG. 2013
DRAWING NUMBER:..,
PROD. NO..
201-20187.00.Hi
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PROJ. DATE' AUG. I 2913
Q,C.: IGTL
Q.C..DATE-.,-. IAUG. 2013
DRAWING NUMBER:..,
PROD. NO..
201-20187.00.Hi

POLYETHYLENE . �MEMBRANE ON
LEVEL WITH TOP OF BANK
FACE 20. MIL THICK
OR AS NECESSARY
CLASS I RIP RAP, NJ BARRIER
OR OTHER APPROVED MATERIAL
COPYRIGHT; C0.JN0.:'ALL RI
IGHT 0, WX DICKSON & GMTS:RESER
Isburg 01 d
FILE NAME. j:1PrqJ66tsftirr' 18700hi.- bridf id p*1
SEE PROFILE FOR
ELEVATION
BANK, TYP
WORK AREA 3 OR MORE FEET
A IOW MAX. A ' FROM EDGE OF
ROTE: PAVEMENT
ALL WARNING SIGNS SHALL BE A MINIMUM OF 48' x 48" AND REFLECTORIZED WHEN USED AT NIGHT.
ROAD CLASSIFICATION
A
URBAN (40 MPH OR LESS)
lov
URBAN (45 MPH OR GREATER)
35V
RURAL
500,
OFF-HIGHWAY CONSTRUCTION SIGNAGE LAYOUT
NOT TO SCALE
FLAGMAN
I END
ICONSTRUCTI
ROADWAY
ROAD
FLAGMAN
sw j w
WARNING SIGN SEQUENCE IN
OPPOSITE DIRECTION SAME AS
SHOWN ABOVE
NOTE: s'Q
ON TRUC-noN
ALL WARNING SIGNS SHALL BE A MINIMUM OF 500 FT
48" x 48`" AND REFLECTORIZED WHEN USED AT NIGHT.
SIGNAGE LAYOUT FOR CONSTRUCTION IN AN INTERSECTION
NOT TO SCALE
Z
ROAD NE LANE %--TRAFFIC KUAU WV
WORD; FLAGMAN CONES CONES
AHEAD AHEAD AHEAD
ww1v 100, 1/2 MILE MAX. low
C B A MAX. WORK AREA 200!*. MAX.
WARNING SIGN SEQUENCE IN OPPOSITE DIRECTION SAME AS SHOWN ABOVE
NOTE:
ALL WARNIN,3 SIGNS SHALL BE A MINIMUM OF 48!'x 48" AND REFLECTORIZED WHEN USED AT NIGHT.
ROAD CLASSIFICATION
A
8
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URBAN (40 MPH OR LESS)
IOV
IOU
10V
URBAN (45 MPH OR GREATER)
350'
359
359
,RURAL
500' ,
wo,
500.
ON-HIGHWAY CONSTRUCTION SIGNAGE LAYOUT
NOT TO SCALE
ODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
no. 21CaddvPlan Set\20120187 DETAILS.4wg August 2, 2013 - Jordan Isenhour
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