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NOTE:
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CONSTRUCTION EQUIPMENT ON HARGROVE
DRIVE OR OTHER STREETS IN THE VILLAGE
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2. CONTRACTOR SHALL MILL AND RESURFACE
PAVEMENT ON HARGROVE DRIVE,
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GEORGE W. &
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PARCEL NO, 0115587
5075 MILLPOINT RD
ROY DALE &
.70, GWYN W. STRICKLAND
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CAROL S. VERCAEMERT
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GEORGE W. &
CAROLE W. TROXLER
D,B. 7326, PG. 2019
PARCEL NO, 0115587
5075 MILLPOINT RD
ROY DALE &
.70, GWYN W. STRICKLAND
V
D.B. 4055, PG. 917
PARCEL NO. 0115650
:lip 1713 BROOKHAVEN MILL RD
lb
Vol
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JOSEPH A, &
JEANETTE M. PIPPIN
D.B, 4131f PG, 1298
PB, 56, PG. 85
PARCEL NO. 0115596
1637-1647 BROOKHAVEN MILL RD
--
JOSEPH A. &
JEANETTE M. PIPPIN
0.8 2728, PG. 237
PB. 56, PG, 85
PARCEL NO. 0115585
1635 BROOKHAVEN MILL RD
CLEO C. &
ROBERT W. OSBORNE
D.B. 6151, PG. 828
8
PARCEL NO. 0115777 77
1729 YOUNGS MILL RD.
CITY OF GREENSBORO
D.B. 3873, PG, 196
PARCEL NO. 0115787
1723 YOUNGS MILL RD.
TEMPORARY CREEK CROSSING #9
AND MAINTENANCE CROSSING
SEE SHEET 29
ELLIS FARM PROPERTIES, LLC
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1709 YOUNGS MILL RD.
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1708 BROOKHAVEN MILL RD
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1637-1647 BROOKHAVEN MILL RD
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JOSEPH A. &
JEANETTE M. PIPPIN
0.8 2728, PG. 237
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PARCEL NO. 0115585
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D.B. 6151, PG. 828
8
PARCEL NO. 0115777 77
1729 YOUNGS MILL RD.
CITY OF GREENSBORO
D.B. 3873, PG, 196
PARCEL NO. 0115787
1723 YOUNGS MILL RD.
TEMPORARY CREEK CROSSING #9
AND MAINTENANCE CROSSING
SEE SHEET 29
ELLIS FARM PROPERTIES, LLC
D.B. 6626, PG. 2835
PARCEL NO. 0115740
1709 YOUNGS MILL RD.
ENTRArE, TYP
-01i
If
/11 SRO HAVEN MILL RD
=GERALD C. LETTERMAN
0,13, 2066, PG, 118
() S. 1593, PG. 124
CLINTON L. REITTINGER
PARCEL NO. 0115687
D.B. 7041, PG. 1789 MILL RD
\PARCEL NO
0115693 0
,
,
1705'-,BROOKHAVEN MILL R�
PAMELA SETZER &
JULIUS WARD SURRATT
Q.B. 4486, PG. 598
PARCEL NO, 0115694 X
1703 BROOKHAVEN MILL RD
Key NETH E. &
PEGGY E, BRUTPHER
TEMPORARY' D,B, 4707, PG, 41.9'44
PARCEL NO. 0115692
CONSTRUC -nON -1.704 BROOKHAVEN MILL RD
ENTRAC ES, JYP
JOHN MICHAEL MILLER
Q.B. 7365, PG. 1907
PARCEL NO. 0115697
1700 BROOKHAVEN MILL RD
of
4 Li
J
-,2
rF
w
uj
(0
-T-
z
ILA
uium
A
• z
Im 1112-TRIm MUM m-
City Of
LOCO
COG Water
GDOT Tpaf
COG/Guilf
COG W t r
Tan s,
a
Tanks
GDOT Stk
•z
CARO
Q, .....
AL
1810
ff
�fff11 HA WV
SEAL NOT VALID UNLESS SIGNED AND DATED
y\ CAS )RO
26457
I N
p
SEAL NOT VALID UNLESS SIGNED AND DATED
e
,
t
XEBEC
(15
A B. SAUNDERS
D.B. 591, PG, 992
PARR NO, 0115680
/11 SRO HAVEN MILL RD
=GERALD C. LETTERMAN
0,13, 2066, PG, 118
() S. 1593, PG. 124
CLINTON L. REITTINGER
PARCEL NO. 0115687
D.B. 7041, PG. 1789 MILL RD
\PARCEL NO
0115693 0
,
,
1705'-,BROOKHAVEN MILL R�
PAMELA SETZER &
JULIUS WARD SURRATT
Q.B. 4486, PG. 598
PARCEL NO, 0115694 X
1703 BROOKHAVEN MILL RD
Key NETH E. &
PEGGY E, BRUTPHER
TEMPORARY' D,B, 4707, PG, 41.9'44
PARCEL NO. 0115692
CONSTRUC -nON -1.704 BROOKHAVEN MILL RD
ENTRAC ES, JYP
JOHN MICHAEL MILLER
Q.B. 7365, PG. 1907
PARCEL NO. 0115697
1700 BROOKHAVEN MILL RD
of
4 Li
J
-,2
rF
w
uj
(0
-T-
z
ILA
uium
A
• z
Im 1112-TRIm MUM m-
City Of
LOCO
COG Water
GDOT Tpaf
COG/Guilf
COG W t r
Tan s,
a
Tanks
GDOT Stk
•z
CARO
Q, .....
AL
1810
ff
�fff11 HA WV
SEAL NOT VALID UNLESS SIGNED AND DATED
y\ CAS )RO
26457
I N
p
SEAL NOT VALID UNLESS SIGNED AND DATED
0
z
0
ca
0
ca
cv
rc
,ry
D
H
cl I,-]
C 120J
656. J6
GPS CONTROL
BENCHMARK -5
NAIL IN 8" TREE
EL: 634. 4.3 ElVCHM -7
BEHMARK -.3
NAIL IN TREE
M"ELP, 533 9
YOUNGS MILL
LIFT STATION
rn
RAILROAD SPIKE IN TREE
EL: 629 5
B, CHIUVA
112" RERAR FLUSH
EL:
9ENCHUVA - 4
RAILROAD SPIKE IN TREE
EL: 6J2,29
8nC VAIA121
RAILROAD? SPIKE IN TREE
J4..
B NCH ARK -1
112- RE3AR FLUSH
JF� 657 65
6�, 71
Gf� cavTJ? /
0
czlgI
0
FMR
0 [_-p
o
R
0
D
0
�
C7
0 r r7
a0 0.0
tl
IOU
u
Al%
JOO
8fiVCHUARK-21
RAILROAD SPIKE /A/ TREF-
EL. 613, 44
BENCHMARK -19 Cj
112- IRON REgAR FLUSH
EL: 612 51
BENCHMARK -12
SPIKE IN POWER POLE BENCHMARK-75
EL: 6J6,50 NAIL IN 12" TREE
III
POWER '5P A' LE
L* 50
E 0 1 01�4 EL: 619, 96
BENCHMARK -10 CHM>A)R?K- 10 572.12
RAILROAD SPIKE /A/ TREE 6P3 CONTROL
51
EL., 622 81
8E-NCHMA Rl<- I 1 0 <1 Cx
POLE 6,3468
NAIL IN POWER POL_ �Ps CONTROL
EL: 630, 51
0
0
00
C�l Ez I C\l
-j 0
C V\
vi
cm
BENCHMARK -16'
► 112- IRON RESAR FLUSH
EL: 616.24
BENCHMARK -14
RAILROAD SPIKE IN TREE
BEN A MARK- a 1-12 Et; 620,34
RAILROAD SPIKE IN TREE
623.68
4E-JVCHMARK- 1.3
NAIL IN TREE
EL: 622,19
-1206
1 674.2 &1� "L
CPS TROL
0
co
0 1:2
M
>
<
n . M
(.4 z
0 0
70 0
C)
ra
u
CIO
0 0
co
REVISIONS
1206
6M 09 -_j
CPS CONTROL
209
17.92
CON rR
7EN CHMA IRK - 23 LLI 0
12" IRON REgAR FL -.?-
627, 10 +
%OF
< 5
"F20
SEIN C/MARK -18
'CHUA R cill
0 .0,
NAIL IN 18" OAK RAILROAD SPIKE IN TREE
EL: 6177 JK8 EL.• 616.56
BENCHMARK --17 3E1VCHMA1?K-22- 0
RAILROAD SPIKE IN TREE RAILROAD SPIKE IN TREE
EL,- 614.47 kl: 613,66
BEN RK-2
SPIKE IN POWERP E
'/ ^ R f7 115
TYPE
ROADWAY
SEWER
WATER
Ing:
Point No.
Northing
Fasting
Elevation
0
1201
832132.598
1794048.725
657.712
GPS
Control
1202
0
1794084.214
645.884
cc
Control
1203
833817.287
1793957.968
656.361
GPS
Control
1204
0
1798277.774
672.122
GPS
Control
1205
834587.337
1798182.305
634,884
0
Control
1206
833717.041
1798008.935
674.248
GPS
Control
1207
836287.747
1803383.656
666.36
GPS
Control
1208
835654.221
1803295.455
620.085
c�
Control
1209
BENCH
RK- 8
40
CC)
CHISEL MARK IN BRIDGE
Control
EL: 645-28
838829.086
1807859.595
650.844
GPS
Control
1211
838358.717
1808518.84
601.778
GPS
Control
1212
837732,86
1809411.439
613.294
GPS
cl I,-]
C 120J
656. J6
GPS CONTROL
BENCHMARK -5
NAIL IN 8" TREE
EL: 634. 4.3 ElVCHM -7
BEHMARK -.3
NAIL IN TREE
M"ELP, 533 9
YOUNGS MILL
LIFT STATION
rn
RAILROAD SPIKE IN TREE
EL: 629 5
B, CHIUVA
112" RERAR FLUSH
EL:
9ENCHUVA - 4
RAILROAD SPIKE IN TREE
EL: 6J2,29
8nC VAIA121
RAILROAD? SPIKE IN TREE
J4..
B NCH ARK -1
112- RE3AR FLUSH
JF� 657 65
6�, 71
Gf� cavTJ? /
0
czlgI
0
FMR
0 [_-p
o
R
0
D
0
�
C7
0 r r7
a0 0.0
tl
IOU
u
Al%
JOO
8fiVCHUARK-21
RAILROAD SPIKE /A/ TREF-
EL. 613, 44
BENCHMARK -19 Cj
112- IRON REgAR FLUSH
EL: 612 51
BENCHMARK -12
SPIKE IN POWER POLE BENCHMARK-75
EL: 6J6,50 NAIL IN 12" TREE
III
POWER '5P A' LE
L* 50
E 0 1 01�4 EL: 619, 96
BENCHMARK -10 CHM>A)R?K- 10 572.12
RAILROAD SPIKE /A/ TREE 6P3 CONTROL
51
EL., 622 81
8E-NCHMA Rl<- I 1 0 <1 Cx
POLE 6,3468
NAIL IN POWER POL_ �Ps CONTROL
EL: 630, 51
0
0
00
C�l Ez I C\l
-j 0
C V\
vi
cm
BENCHMARK -16'
► 112- IRON RESAR FLUSH
EL: 616.24
BENCHMARK -14
RAILROAD SPIKE IN TREE
BEN A MARK- a 1-12 Et; 620,34
RAILROAD SPIKE IN TREE
623.68
4E-JVCHMARK- 1.3
NAIL IN TREE
EL: 622,19
-1206
1 674.2 &1� "L
CPS TROL
0
co
0 1:2
M
>
<
n . M
(.4 z
0 0
70 0
C)
ra
u
CIO
0 0
co
REVISIONS
1206
6M 09 -_j
CPS CONTROL
209
17.92
CON rR
7EN CHMA IRK - 23 LLI 0
12" IRON REgAR FL -.?-
627, 10 +
%OF
< 5
"F20
SEIN C/MARK -18
'CHUA R cill
0 .0,
NAIL IN 18" OAK RAILROAD SPIKE IN TREE
EL: 6177 JK8 EL.• 616.56
BENCHMARK --17 3E1VCHMA1?K-22- 0
RAILROAD SPIKE IN TREE RAILROAD SPIKE IN TREE
EL,- 614.47 kl: 613,66
BEN RK-2
SPIKE IN POWERP E
'/ ^ R f7 115
TYPE
ROADWAY
SEWER
WATER
Ing:
Point No.
Northing
Fasting
Elevation
Description
1201
832132.598
1794048.725
657.712
GPS
Control
1202
833100.362
1794084.214
645.884
GPS
Control
1203
833817.287
1793957.968
656.361
GPS
Control
1204
834973.948
1798277.774
672.122
GPS
Control
1205
834587.337
1798182.305
634,884
GPS
Control
1206
833717.041
1798008.935
674.248
GPS
Control
1207
836287.747
1803383.656
666.36
GPS
Control
1208
835654.221
1803295.455
620.085
GPS
Control
1209
835045,98
1803319.793
617.924
GPS
Control
1210
838829.086
1807859.595
650.844
GPS
Control
1211
838358.717
1808518.84
601.778
GPS
Control
1212
837732,86
1809411.439
613.294
GPS
Control
1213
839025.648
1810467.506
629,498
GPS
Control
1214
839435.875
1810396.675
608.809
GPS
Control
1215
839757.317
1810652.191
632.649
GPS
Control
4026
837732,881
1809411.331
613.125
GPS
Control
Point No.
Northing
Easting
Elevation
Description
50000
832132.598
1794048-725
657.65
ami
50001
832451922
1794413.226
634.62
BM2
50002
833101.659
1794425.121
633.09
BM3
50003
833088.203
1794467.294
63129
BlV14
50004
833472.818
1795081.779
630.43
BlV15
50005
833483,966
1795143-311
628.95
BM6
50006
833951.142
1795403.108
629.53
BM7
50007
834305.857
1796206-074
645.28
BM8
50008
834407.276
1797092.848
623.68
BM9
50009
834920.791
1797689.888
622.81
BM10
50010
834904.769
1797733.783
630.51
BM11
50011
834584.376
1798152,292
636.5
BM12
510012
834316.8128
3798573.874
622.19-
BIV11-3-
50013
834693.955
1799097.717
620.84
BM14
50014
834811.043
1799515.354
619.96
BM15
50015
834752.801
1799937.999
616.24
BM16
50016
834855.809
1800355.386
614,47
BM17
50017
835247.072
1800745.011
617.38
BM18
50018
835315.295
1800980.777
612.51
BM19
50019
835224.998
1801463.52
616.56
BM20
50020
835537.835
1801948.546
613.44
BM21
50021
835056.864
1802391.08
613.66
BM22
50022
835115.956
1803010.279
627.4
BM23
50023
834959,619
1803209.944
627.15
BM24
50024
835120.15
1803812.614
606.78
BM25
50025
834756.465
1804586,554
604.51
BM26
50026
835048.733
1805723,353
603.01
BM27
50027
835424.666
1806562.62
6003.51
BM28
50028
835931.022
1807407,297
601.77
BM29
50029
836313.052
1807744.603
599.03
BM30
50030
836574.389
1807786149
602.79
BM31
50031
836287.657
1808428,415
596.09
BM32
50032
836711.888
1808891.337
596.17
BM33
50033
836986.102
1808513.209
596.11
BM34
50034
837309.279
1808510.054
595.71
BM35
50035
837547.437
1808636.938
606.6
BM36
50036
838138.459
1809765.91
601.99
BM37
50037
838027.301
1809008.27
601.44
BM38
50038
838649.288
1809554.87
604.29
BM39
50039
838683.075
1810075.765
592.84
BM40
50040
839049.984
1810045.502
591.22
BM41
50041
839726.542
1810266.163
605.47
BM42
50042
840222.509
1810626.443
599.39
BM43
JOB NO. P-05347
DESIGNED BY APL
CONST. SURVEY BY
CHECKED BY JCM
SCALE: 1 500'
CONTRACT SHEET
6 OF 36
SENSITIVE INFORMATION
Not to be copied or
distributed without the
express written permission
of the City of Greensboro.
City of 0
rounc
Loco s I
u9sts
COG Water C
73-2033
GOOTTraf
73-2606
COG/Guilf
73-2084
COG Wa:t r
73-5855
Tank r
GDOT St
73-2569
NPDES
General Permit
Applies
9 a
CITY OF GREENSBORO
ENGINEERING DIVISION
YOUNG'S MELL OUTFALL
SURVEY CONTROL NETWORK MAP
A
a
FINAL DESIGN
CARO N,
26457
-74
P,
�rt11115410",
SEAL NOT VALID UNLESS SIGNED AND DATED
z
0
0
z
� d
b
0
�13
4
C3 0 10
ID
EJ
� Q `�> 17 Q
0
0 L5
03�t to C3 a04C:)CX0L90 0 CD,
pCCi E t7t1 C? CD
0
Z 0 BENCHMARK --•-2
-1 RAILROAD .SPIKE 11V TREE
-r T-- EL: 6Ci6.78
BENCHMARK - 26
RAILROAD ,SPIKE IN TREE
EL: 614.51
Q°
5
D
o �
INTERSTATE 85
MILLSTREAM
ROAD
C-D (I
a ° r?
ED C-3
1115
Q C-1
O
II Q oQ ¢
1,10 �
6 67 84
6" COA"V R L P
° RAILROAD ,SPIKE fN TREE-
EL: 59 .39
B EN CHMA R), 4 2 ASED 0
112.. IRON REBAR ,� STEWART MILL
EL :6 47 PUMP
A,
`C' �z / 1215
ms's c
BENCHMA/ K- 41
RAILROAD SPIKE IN TREE 1 ` 1X14
EL: 591.2.2 � 5208.61
6PS CON IR01-
,,
A/1. SPIKE IN 18" TREE 1213
f. EL: 6674.29 629.561
1211 / 6PS CON TROZ
t f 601.78 _ ft
` ` } €jf♦ CPS CONTROL
T �
B -NCHM ARK - 40
L! (� 112 IRON REBAR FLUSH
EL: 592,64
B MARK -.3
` SPIKE IN POWER POLE
37
BENCHMARK -- EL: 6611.E
a 112" IRON REVAR FLUSH
--�
EL. 6t11. 99 � 3
L 29
GPS CONTROL
BENC MAR -J5
RAILROAD SPIKE
IN POWER POLE
EL • 5,95. 71
BENCHMARK ---27
RAILROAD SPIKE IN TREE
EL: 603 p1
8E1VC1-11VARK -31
NAIL IN 24 " TREE
°EL. 602.79
r,u
112 " IRON .yid,.
-99
BENCHMARK -28
RAILROAD SPIKE IN TREE
EL: 6(76`..51
a
V g
5ENCHMARK -29
RAILROAD SPIKE 11V TREE
EL.- 6671.77
BE- AICHIVARK -3 '
r,2„ IRON RF5AR
EL: 606.617
BENCHMARK -._34
NAIL IN 18" TREE
EL:
596.11
162" IRON REbAR
EL: 536.17
BENCHMARK -J2
RAILROAD SPIKE IN TREE
EL: 596.09
V\
1t,:
c p
N
Point i
Northing
basting
Elevation
a
�1
832132.598
aa
'J RJR
#
I�
j
i
0
1794084.214
t J ®i J
GPS Control
50002
833817.287
i r # i t
656.361
t • •
1204
834973.948
1798277.774
672.122
GPS Control
500104
834587.337
*♦ { •
634.884
t Control
1206
833717.041
V\
1t,:
c p
N
Point i
Northing
basting
Elevation
# •
832132.598
aa
'J RJR
#
t Co #
j
i
833100.362
1794084.214
t J ®i J
GPS Control
50002
833817.287
i r # i t
656.361
t • •
1204
834973.948
1798277.774
672.122
GPS Control
500104
834587.337
*♦ { •
634.884
t Control
1206
833717.041
1798008.935
674.248
GPS Control
53006
i t i J
w r # r
:sat t
t Control
1208
835654.221
1803295.455
i • �•
Control
1209
835045.98
i ' '
617.924
' # i
50009
838829.086
i i ' '
650.844
i Control
50010
838358.717
1808518.84
# t s
GPS Control
1212
837732M
1809411.439
613.294
GPS Control
50012
839025.648
iJi it
J'i
GPS Control
1214
839435875
1810396.675
608,809
GPS Control
50014
839757.317
1810652-191
t # J ♦
# Control
4026
837732.881
1809411.331
613.125
GPS Control
Point No.
Northing
basting
Elevation
Description
832132.598
1794048.725
657.65
BM1
50001
832451922
1794413.226
634.62
BM2
50002
833101.659
1794425.121
633.09
BM3
50003
833088.203
1794467.294
632.29
BM4
500104
833472.818
17950181.779
630.43
BM5
50005
833483.966
1795143.311
628,95
BM6
53006
833951.142
1795403.108
629.53
BM7
50007
834305,857
1796206.074
64518
BM8
50008
834407.276
1797092.848
623.68
BM9
50009
834920, 791
1797689.888
622.81
B M10
50010
8349014.769
1797733.783
630.51
BM11
501011
834584.376
1798152.292
636.5
BM12
50012
834316.828
1798571874
622.19
BM13
5(1013
._.- -__... ..
834693 955
.. ... .. ., ,.._.,v
17990197 727
..... .., .. . .........
620.84
.. .. .....,
BM14
.- ....,. .. ... ,...,.
50014
83481.1,043
_...
1799515.354
_.
619.96
BIVi15
50015
834752.801
1799937.999
616.24
BM16
50016
834855.809
18010355.386
614.47
BM17
50017
835247 072
180101745.011
617.38
BM18
50018
835315.295
1800980,777
612.51
BM19
500119
835224 998
1801463,52
616.56
BM20
50020
835537.835
1801948.546
613.44
BM21
50021
835056.864
1802391.08
613,66
BM22
50022
835115.956
1803010.279
627.4
BM23
50023
834959.619
1803209,944
627.15
BM24
500124
835120.15
1803812.614
606.78
BM25
500125
834756.465
1804586.554
6014.51
BM26
500126
835043.733
1805723.353
603.01
BM27
500127
835424.666
1806562.62
600.51
BM28
50028
835931.022
1807407.297
601,77
BM29
500129
836313.052
1807744,603
599.03
BM30
500130
836574.389
1807786.148
602.79
BM31
50031
836287.657
1808428.415 z
596.09
BM32
50032
836711.888
1808891.337
596.17
BM33
501033
836986.102
18018513 209
596.11
BM34
50 034
837309179
1808510.054
595.71
BM35
50035
837547.437
1808636.938
606.6
BM36
50036
838138.459
1808765.91
601.99
BM37
50037
838027.301
1809008.27
601.44
BM38
50038
838649.288
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840222.509
1810626.443
599.39
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Qi ARCAD Tel: 336-292-2271 Fax: 336-855-5648 �mip
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.23: ELEV.= 627.40
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DESIGNED BY JH
CITY OF GREENSBORO
24: ELEV. 627.15
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www.arcadis—us.com 6415 OLD PLANK RD, HIGH POINT, NG 27265
Infrastructure . Water - Environment - Buildings License No. C-1869 T:(336)886-4821 I F:(336)886-44581 WWWDMP-INC.COM I LICENSE: F-0245
-----------
131+00
REVISIONS TYPE CONTRACT CONTRACTOR AS-BUILT AUTH. DATE BENCHMARKS
ROADWAY 21: ELEV.= 613.414
SEWER 2013-094 22: ELEV.= 613.66
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JOB NO P-05347
Cff)( OF GREENSBORO
ENGINEEMNG DMSION
ROADWAY
18: ELEV. = 617-38
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SEWER
2013-094
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171+00 172+00 173+00 174+00 175+00 176+00 177+00 178+00 �179+00 180+00 181+00 181+50
ARCADIS G&M of North Carolina, Inc. .Nl
One Center\fiew Drive, Suite 208 DAVIS 9 MARTIN * POWELL
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D11 A0* Tel: 336-292-2271 Fax: 336-855 5648 ■
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a c0dis—us.com 6415 OLD PLANK RD, HIGH POINT, NC 27265
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License Na. No C-1869
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24 OF 36
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REVISIONS
TYPE
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CONTRACTOR
AS-BUILT
AUTH. MATE
BENCHMARKS
JOB NO.
P-05347
CITY OF GREENSBORO
K-
ROADWAY
12: ELEV.= 636.50
DESIGNED
BY JH
ENGINEERING DMSION
SEWER
2013-094
13: ELEV.= 622.19
CONST. SURVEY
BY
YOUNG" S MRL OU FALL
SHEET NO.
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181+50 182+00 183+00 184+00 185+00 186+00 187+00 188+00 189+00 190+00 191+00 192+00 193+00 193+50
CONTRACT SHEET
25 OF 36
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REVISIONS TYPE CONTRACT CONTRACTOR AS-BUILT AUTH. DAT BENCHMARKS JOB NO. P-05347 017Y OF GREENSBORO
ARCADIS G&M of North Carolina, Inc. DAvis * MARTIN * PO WELL ROADWAY 9: ELEV.= 623.68 DESIGNED BY JH E INE ER N K
One Centerview Drive, Suite 208
Greensboro, North Carolina 27407 SEWER 2013-094 10: ELEV.= 622.81 CONST. SURVEY BY SHEET NO.
ENGINEERS & SURVEYORS Inp YOUNG" S MILL OUTFALL
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Infrastructure - Water - Environment Building S License No. C-1869 T: (336) 886-4821 1 F: (336) 886-4458 1 WWW.DMP-INC.COM I LICENSE: F-0245 QTn=WA1 It qrAl.-F* 9 413 STA. 181+50 TO STA. 193+50
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ARCADIS G&M of North Carolina, Inc. DAvis * MARTIN * PO WELL ROADWAY 9: ELEV.= 623.68 DESIGNED BY JH E INE ER N K
One Centerview Drive, Suite 208
Greensboro, North Carolina 27407 SEWER 2013-094 10: ELEV.= 622.81 CONST. SURVEY BY SHEET NO.
ENGINEERS & SURVEYORS Inp YOUNG" S MILL OUTFALL
ARLA^AA Dl� Tel: 336-292-2271 Fax: 336-855-5648
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One Centerview Mve, Suite 208
Greensboro, North Carolina 27407 ENGINEERS & SURVEYORS
ARLA Tel: 336-292-2271 Fax: 336-855-5648 �p
www.arcadis-us.com 6415 OLD PLANK RD, HIGH POINT, NC 27265
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8: ELEV.= 645.28
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One Centerview Mve, Suite 208
Greensboro, North Carolina 27407 ENGINEERS & SURVEYORS
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www.arcadis-us.com 6415 OLD PLANK RD, HIGH POINT, NC 27265
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8: ELEV.= 645.28
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91
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ARCADIS G&M of North Carolina, Inc. REVISIONS TYPE CONTRACT CONTRACTOR AS—BUILT AUTH. DAT BENCHMARKS JOB NO. P-05347 CITY OF GREENSBORO K-
One Centerview Mve, Suite 208 1 DAvis * MARTIN # POWELL ROADWAY 7: ELEV.= 629.53 DESIGNED BY JH ENGINEERING DMSION
Greensboro, North Carolina 27407 ENGINEERS & SURVEYORS SEWER 200-094 CONST. SURVEY BY SHEET NO.
A DIS Tel, 336-292-2271 Fax: 336-855-5648 Y01MUS MEL OtJWAJJL
www.areadis-us.com 6415 OLD PLANK RD, HIGH POINT, NC 27265 WATER CHECKED BY 0JK PLAN AND PROFILE
Infra-5truCture - Water, EnvirOnMen t • BUilding,5 ticense No. C-1869 T. (336) 8864821 1 F; (336) 886-4458 1 WWW.DMP-INC.COM I LICENSE: F-0245 _n OF 3fi
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One Centerview Mve, Suite 208 1 DAvis * MARTIN # POWELL ROADWAY 7: ELEV.= 629.53 DESIGNED BY JH ENGINEERING DMSION
Greensboro, North Carolina 27407 ENGINEERS & SURVEYORS SEWER 200-094 CONST. SURVEY BY SHEET NO.
A DIS Tel, 336-292-2271 Fax: 336-855-5648 Y01MUS MEL OtJWAJJL
www.areadis-us.com 6415 OLD PLANK RD, HIGH POINT, NC 27265 WATER CHECKED BY 0JK PLAN AND PROFILE
Infra-5truCture - Water, EnvirOnMen t • BUilding,5 ticense No. C-1869 T. (336) 8864821 1 F; (336) 886-4458 1 WWW.DMP-INC.COM I LICENSE: F-0245 _n OF 3fi
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JOB NO.
P -05347
CffY OF GREENSBORO
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SEWER
2013-094
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CONST. SURVEY
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CffY OF GREENSBORO
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3. COMMINUTOR- TO BE REMOVED/SALVAGED,
4. STAIRS AND LANDING --- TO BE
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5. GRATING -- TO BE REMOVED /SALVAGED.
6. PUMP, DISCHARGE FITTING, GUIDE RAILS AND
PUMP DISCONNECTS -- TO BE
REMOVED /SALVAGED.
7. PIPING AND VALVES - TO BE REMOVED.
8. REMOVE PIPING; PROVIDE 8" PLUG AND
CONCRETE THRUST BLOCK (SEE DETAIL THIS
SHEET).
9. MONORAIL SYSTEM - TO BE REMOVED.
10. HOIST AND TROLLEY - TO BE
REMOVED /SALVAGED.
11. RAILING - TO BE REMOVED.
12. MONORAIL FOOTINGS - TO BE REMOVED.
13. 4" SURGE VALVE AND PIPING - TO BE
REMOVED. CAP WITH BLIND FLANGE (2 PLACES)
14. 1" SERVICE WATER - TO BE REMOVED; PROVIDE
PLUG FOR PORTION OF 1 -INCH SERVICE MATER
TO REMAIN.
15. FREEZE PROOF HOSE BIBS - TO BE REMOVED.
16. 24 -INCH SEWER - PLUG, COG STD. DETAIL 210.
17, WET WELL -- REMOVE CONCRETE WALLS TO
THREE FEET BELOW GRADE, BACKFILL TO
GRADE,PROVIDE 6 --INCH ABC STONE BASE.
18. POWER CIRCUITS AND DISCONNECTS TO
EQUIPMENT BEING REMOVED - TO BE REMOVED.
19. WET WELL FLOATS - TO BE REMOVED, REMOVE
CONTROL WIRES.
20. THRUST BEAM - TO BE REMOVED.
21. EXTEND 4 --INCH DRAIN TO MH 65, PROVIDE
CLEAN -OUT, COG STD. DETAIL 224.
22. STOP PLATE -- TO BE REMOVED.
23. DAVIT -- TO BE REMOVED /SALVAGED.
24. SUPPORT BEAM (NOT SHOWN IN PLAN) - TO BE
REMOVED.
1.
2.
AS REQUIRED IV
SOUND BEARING
SURFACE (18" MIN
DIMENSIONS ♦ ARE—Till11ITUM
D=8" ..
NOTE:
ALL THRUST BLOCK CONCRETE SHALL. HAVE
A 28 --DAY COMPRESSIVE STRENGTH OF NOT
LESS THAN 2000 PSI
CONCRETE THRUST BLO-CK
V
CONST. SURVEY
LEGEND
CONTRACT SHEET
34 OF 36
an
COG Mater
GDOT Traf
COG /Guilf
COG wat r
Tanks
GDOT st
DO NOT BEGIN DEMOLITION OF
YOUNG'S MILL LIFT STATION UNTIL
FLOW HAS BEEN DIVERTED INTO NEW
YOUNG'S MILL OUTFALL.
ALL ITEMS NOT NOTED FOR REMOVAL
TO BE PROTECTED FROM DAMAGE.
PLUG ALL OPENINGS RESULTING
FROM REMOVAL OF PIPING IN
STRUCTURE, TO REMAIN IN SERVICE.
CffY OF GREENSBORO
`✓_ _ .. ENGINEERING DMSION
` ! nL OUTFALL
YOUNGS MILL LIFT STATION - DEMOLITION
N t,
f
Q j��
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11114.
SEAL, NOT VALID UNLESS SIGNED AND DATED
SHEET NO.
4" STEEL. VENT
MANHOLE STEPS
MANHOLE RING AND
COVER (ABOVE)
18" DIP
18" FLEXIBLE
BOOT
Yom!" "r.. 1 � M. •�
f RVA- fY
t Y
IF REQUIRED
I /2" RAISED LETTERING
4:z /-\-- 36" FLEXIBLE BOOT
SECTIONAL PLAR
4" STEEL VENT
24"0 WATERTIGHT MANHOLE
RING AND COVER
(COG STD 205 —B)
1-- ------ FINISHED GRADE
36" DIP ��� � �'w/"
OPEN
(2) OPEI�I
1570 Z PICKHOLES
FLOW
INTERIOR WATERPROOFING
12 OF #57
STONE
I'
COMPACTED
A SiBGRADE
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l
MANHOLE
IW
AR of North Caroina, Inc.
One C entervi ew Drive, Sulu 208 y AY i s * MARTIN*
AR IN * ! W E L Greensboro, North Carolina 27407 E N G I N E E R S & S U RV E Y Q R S ' i ARCA1[")h'1S Tel: 336 -292 -2271 Fax: 336 -855 -5648
�
calm www. arc adfs— us.corn 6415 OLD PLANK RD, HIGH POINT, NC 27265
Infrastructure ' Water er } Environment, eft Buildings lCi License No. C -1863 T: (336) 886 -4821 I P: (336) 886 -4158 1 WWW.D P- INC.CO I LICENSE: F -0245
C/O TOP TAP VIEW
NOTES. -'
1. LOAD BEARING CLEAN -OUT TO BE INSTALLED IN LOAD BEARING AREAS AS OESISNATED BY
THE DESIGN ENGINEER OR FIELD ENGINNER.
2. THE CLEANOUT ASSEA46Y IS To BE SET A MIN. 1/9-, NO GREATER THAN 4", FROM THE LOAD
SEARING ASSEMBLY COVER.
3. THE VESIGN SHOULD BE A HEA V DUT"Y TYPE, GRA Y IRON (ASTM A48 CL.358) , P11 TH A
DIPPED COA TING.
4. A 15'XI5" CONCRETE PAD IS REGUIRED FOR THE BASE. THE CONCRETE PAD WILL NEED TO
BE S" THICK (GIVES 2' OF CONCRETE UNVERNEATH THE " TALL BASE) .
5, ALL CASTINGS SHALL MEET THE REQUIREMENTS OF AASHTLI M306.
6. THE CLEAN -OUT COVER AND COVER BASE SHALL BE HEAVY DUTY SUCH AS EJ MODEL
0295523AOI OR COG PRE- APPROVED EQUIVALENT.
7. CLEAN -our mAY BE REaUIRELI To BE "MADE IN U. S. A. " IF FEDERAL. FUNDS ARE 1' VOLVED.
SEWER CLEANOUT (C/O) ASSEMBLY
Mi
LOAD BEARING
a w �
Location
Station
Rol!
MH 22 to 23
68+00,69+00
MH 40 to 41
127+00,129+00,131+00
MH 58 to 59
186+00,188+00,190+00
MH 61 to 62
200 +37
MH 63 to 64
211+00,214+00
CONTRACTOR r PROVIDE OWNER
WITH GPS LOCATION EACH
iJ k i ■ ■
co
£
MANHOLE
# f
£ £
£ £
£ i
t
{ t
FLEXIBLE BOOT
STAINLESS STEEL STRAP -
ADHESIVE ANCHORS
(TYP. 2 PLACES)
3/4" DIA. STEEL ROD
wf THREADED ENDS
(TYP. 2 PLACES)
3/4" NUTS
(TYP. 2 PLACES)
4,_0!1 DIP
STUB —OUT
SECTIONAL PLAN
■ k •
PIPE DIA.
MH 34 = 24"
MH 66 = 36"
MANHOLE 34 & 68 PIPE RESTRAINT
1 2„ 1 , —0
CONTRACT SHEET
31 OF 36
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SEAL NOT VAUD UNLESS SIGNED AND BATED
VISIONS I NN *L�
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FAIIIIII M"I n_-N BENCHMARKS
JOB NO.
P-05347
CffY OF GREENSBOF?O
BY JH
ENGINEERING f►
w w
SURVEY
w.
•
CHECKED
BY
GENERAL DETAILS
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EROSION CONTROL NOTES:
1. THE EROSION CONTROL INSPECTOR CAN BE REACHED AT THE NCDENR WINSTON -SALEM
REGIONAL OFFICE AT 336- 771 - -5000.
2, EROSION CONTROL DEVICES ARE TO BE INSTALLED IN ACCORDANCE WITH THE APPROVED
PLANS. THE PLANS AND DETAILS ARE BASEL} ON THE NC EROSION AND SEDIMENT
PLANNING AND DESIGN MANUAL, THE CITY OF GREENSBORO (COG) ROADWAY AND UTILITY
STANDARD DRAWINGS, AND THE PROJECT SPECIFICATIONS.
3. THE CONTRACTOR SHALL MAINTAIN CLOSE CONTACT WITH THE EROSION CONTROL
INSPECTOR, ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED BY THE
EROSION CONTROL INSPECTOR THAT ARE NOT INDICATED ON THE PLANS. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO CONTAIN EROSION ON SITE, REGARDLESS OF THE
MEASURES REQUIRED, ANY CHANGE IN THE EROSION MEASURES AND /OR GRADING SHALL
BE CALLED TO THE ATTENTION OF THE ENGINEER AND THE EROSION CONTROL
INSPECTOR.
4, IF FILL MATERIALS ARE TO BE BROUGHT ON TO THIS PROJECT OR WASTE MATERIALS
ARE TO BE TAKEN FROM THIS PROJECT, THIS INFORMATION MUST BE DISCLOSED AND
SHOWN ON THE EROSION CONTROL AND GRADING PLAN, BORROW AREAS AND DUMP
SITES ARE CONSIDERED TO BE PART OF THIS PROJECT AND THE OWNER IS RESPONSIBLE
FOR STABILIZATION AND EROSION CONTROL MEASURES AT THESE SITES. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARATION AND APPROVAL OF THE
EROSION CONTROL PLAN FOR ANY OFF SITE BORROW OR DUMP SITES.
SEQUENCE OF CONSTRUCTION:
1. THE CONTRACTOR SHALL CONTACT THE NCDENR LAND QUALITY SECTION, AT
336- 771 -5000, PRIOR TO ANY LAND DISTURBANCE ACTIVITY, TO SCHEDULE A
PRE - CONSTRUCTION MEETING WITH REPRESENTATIVES FROM NCDENR, CONTRACTOR,
ENGINEER, AND OWNER,
2. FLAG THE WORK LIMITS AND MARK ITEMS TO BE PROTECTED, SUCH AS TREES AND
EXISTING UTILITIES THAT ARE TO REMAIN.
3. INSTALL TEMPORARY CONSTRUCTION ENTRANCES AS SHOWN.
4. REMOVE TREES AND OTHER VEGETATION, AS NECESSARY, FOR THE INSTALLATION OF
SILT FENCE AND OTHER EROSION CONTROL MEASURES,
5, STOCKPILE MATERIALS AND EQUIPMENT AS REQUIRED FOR CONSTRUCTION.
6, BEGIN SITE CLEARING, EARTHWORK, AND OTHER CONSTRUCTION OPERATIONS ONLY
AFTER ALL EROSION CONTROL DEVICES ARE INSTALLED AND AREAS DOWNSTREAM OF
WORK LIMITS ARE PROTECTED.
7. EXISTING GRADE IS TO BE MAINTAINED FOR THE SITE, WITHIN 15 DAYS OF COMPLETING
A SECTION OF THE PROJECT WHERE NO FURTHER LAND DISTURBANCE IS NECESSARY,
CLOSE OUT, SEED, AND STABILIZE AREA TO PREVENT FURTHER EROSION. SEED AREAS
ACCORDING TO THE SEED SPECIFICATIONS,
ESTABLISHING VEGETATION
THE WORK INCLUDES SEEDBED PREPARATION, LIMING, FERTILIZING, SEEDING AND MULCHING OF ALL DISTURBED AREAS,
LIME SHALL BE DOLOMITIC AGRICULTURAL GROUND LIMESTONE CONTAINING NOT LESS THAN TEN PERCENT MAGNESIUM
FERTILIZER SHALL BE STANDARD COMMERCIAL. PRODUCT. ALL FERTILIZER SHALL BE
DELIVERED IN BAGS BEARING THE MANUFACTURER'S NAME, THE CHEMICAL ANALYSIS OF THE PRODUCT AND THE
WEIGHT. IF NOT USED IMMEDIATELY AFTER DELIVERY, THE FERTILIZER SHALL BE STORED IN A MANNER WHICH WILL
NOT ALLOW IT TO HARDEN OR DESTROY ITS EFFECTIVENESS.
GRASS SEED SHALL BE AN APPROVED MIXTURE BASED ON REGIONAL AND SEASONAL CONSIDERATIONS. PURITY OF
SEED SHALL BE A MINIMUM OF NINETY PERCENT AND THE GERMINATION SHALL BE A MINIMUM OF EIGHTY -FIVE
PERCENT, THE SEED LABEL SHALL BE A "CERTIFIED SEED" LABEL.
MULCH SHALL CONSIST OF DRY, SMALL GRAIN STRAW, DRY HAY, AND OTHER SUITABLE AND APPROVED MATERIAL.
ESTABLISHING TEMPORARY VEGETATION
THE TEMPORARY SEEDING OF DENUDED AREAS THAT WILL NOT BE BROUGHT TO FINAL GRADE FOR A PERIOD OF MORE
THAN 30 WORKING DAYS BUT LESS THAN ONE YEAR SHALL BE IN ACCORDANCE WITH THE PREVIOUS SPECIFICATIONS
AND THE FOLLOWING APPROPRIATE TEMPORARY SEEDING SCHEDULE, TEMPORARY SEEDING SCHEDULES FOR THE
PIEDMONT AREAS ARE AS FOLLOWS:
APPLICATION RATES (LB /AC)
RECOMMENDED SPECIES SEED 10 -10 -10 AGRICULTURAL STRAW
SEEDING DATES FERTILIZER LIMESTONE
JAN 1 - MAY 1 RYEGRAIN ANNUAL 120 750 2000 4,000
LESPEDEZA (KOBE) 50 4,000
MAY 1 - AUG 15 GERMAN MILLET 40 750 2000 4,000
AUG 15 - DEC 30 RYEGRAIN 120 1000 2000 4,000
ESTABLISHING PERMANENT VEGETATION
THE PERMANENT SEEDING OF DENUDED AREAS SHALL BE PERFORMED WITHIN 15 WORKING DAYS OR 00 CALENDAR
DAYS AFTER FINAL GRADE IS REACHED AND SHALL BE IN ACCORDANCE WITH THE PREVIOUS SPECIFICATIONS AND THE
FOLLOWING APPROPRIATE PERMANENT SEEDING SCHEDULE,
TYPE 1 AREA - LOW MAINTENANCE AREAS SUCH AS WOODED UNDEVELOPED AREAS AND CROSS - COUNTRY UTILITY
EASEMENTS, WHICH ARE TYPICALLY NOT CLEARED ARE MOVED REGULARLY.
APPLICATION RATES (LB /AC)
SEEDING MIXTURE GENTLE SLOPES STEEP SLOPES
TALL FESCUE 80 100
SERICEA LESPEDEZA 20 30 (USE ONLY UNSCARtFIED SEED AFTER AUG 15)
ROSE LESPEDEZA 10 10
10 -10 -10 FERTILIZER 1000 1000
AGRICULTURAL LIMESTONE 40030 4000
ADDITIONAL SOIL AMENDMENTS WILL ALSO BE USED AS FOLLOWS:
PIEDMONT REGION
Aation
- Mix 2 Species together
APPLICATION RATES (LB /AC)
- Fertilizer to be determined by sail testing provided by Contractor and approved by EngineerlOwner
10 -10 -10
Agriculurol
HULLED
GERMAN MILLET
Species
RYEGRAIN
BERMUDAGRASS
Seed
Fertilizer
Limestone
FEB 15 - MAR 21
.Ian. 1 - May 1
Rye (grain)
40
MAR 21 - MAY 1 15
2,000
4,000 **
40
MAY 1 - JUNE 15 15
10
- Temporary grass to be cut prior to Permanent Seeding
JUNE 15 - AUG 15
10
(Kobe)
AUG 15 OCT 25
Fall Deertongue
5
40
OCT 25 _ FEB 15
40
750
40
TYPE 2 AREA -- HIGH MAINTENANCE AREAS SUCH AS HOME LAWNS, PARKS, SCHOOLS, CHURCHES,
BUSINESSES
AND
RECREATIONAL AREAS, WHICH ARE TYPICALLY MAINTAINED REGULARLY TO AN AESTHETIC STANDARD.
1,000
APPLICATION RATES (LB /AC)
4,000 **
Rice Cutgrass
5
SEEDING MIXTURE:
FEB 1 - MAR 31
MAR 31 -
AUG 20
Fox Sedge
AUG 20 -- OCT 25
AUG 20 --
FEB 1
BLEND OF 3 OR MORE TURF -TYPE TALL FESCUES
200 -250
KOBE LESPEDEZA
30
10- 101 -10 FERTILIZER
10300
10030
AGRICULTURAL LIMESTONE
4004
4000
NITROGE(TO BE APPLIED AUG 20 -FEB 1 ONLY) 40
MULCH SHALL BE WHEAT OR OAT STRAW, OR PEANUT OR GRASS HAY, AND SHALL BE APPLIED AT THE RATE OF 40700
POUNDS PER ACRE TO ALL SEEDED AREAS, MULCH SHALL BE APPLIED UNIFORMLY WITHOUT CLUMPS OR BUNCHES OF
MATERIAL. MULCH SHALL BE APPLIED IMMEDIATELY AFTER SEEDING AND PREFERABLY ON THE SAME WORKING DAY
THAT THE SELECTED AREA IS SEEDED, ANCHOR STRAW BY TACKING WITH ASPHALT, ROVING, OR NETTING BY CRIMPING
WITH A MULCH ANCHORING TOOL. ON STEEP SLOPES, USE A DULL DISK HARROW SET SO IT WILL NOT COVER THE
MAINTENANCE AND RESEEDING
THE CONTRACTOR SHALL MAINTAIN ALL SEEDED AREAS UNTIL ACCEPTANCE OF THE WORK, BY WATERING, MOWING, AND
WEEDING. ANY AREAS WHICH FAIL TO SHOW A SATISFACTORY STAKED, FOR ANY REASON WHATSOEVER, SHALL BE
RETREATED FOLLOWING THE GRASSING PROCEDURE SPECIFIED HEREIN, DAMAGE, RESULTING FROM EROSION, GULLIES,
WASHOUTS, OR OTHER CAUSES PRIOR TO ACCEPTANCE, SHALL. BE REPAIRED BY REFILLING WITH TOPSOIL AND
RETREATED FOLLOWING THE GRASSING PROCEDURE SPECIFIED HEREIN,
PLANNED EROSION AND SEDIMENT CONTROL MEASURES
1, SILT FENCE: SILT FENCE SHALL BE INSTALLED AND LOCATED ALONG THE PROPOSED LIMITS OF
DISTURBANCE, AROUND THE SOIL STOCKPILE AREAS AND AS DIRECTED BY THE ENGINEER.
2. SURFACE STABILIZATION: SURFACE STAB€LIZATIONS WILL BE ACCOMPLISHED WITH VEGETATION, AND
MULCH, MATTING, AND EROSION CONTROL STONE AS INDICATED ON THE PLANS.
3. INLET PROTECTION: INLET PROTECTION SHALL BE INSTALLED AT ALL STORMWATER INLETS DECEIVING
RUNOFF FROM DISTURBED AREAS OF THE SITE.
4, SEDIMENT TRAP: SEDIMENT TRAPS SHALL BE INSTALLED WHERE NOTED ON THE PLANS TO CAPTURE
AND TEMPORARILY STORE RUNOFF FROM DISTURBED AREAS PRIOR TO DISCHARGE FROM THE SITE.
5, TEMPORARY SWALE: TEMPORARY SWALES SHALL BE INSTALLED AS NECESSARY TO DIRECT RUNOFF
FROM DISTURBED AREAS TO THE SEDIMENT TRAPS OR OTHER EROSION AND SEDIMENT CONTROL
MEASURES.
6. TEMPORARY EARTH BERM: EARTH BERMS SHALL BE INSTALLED TO CONTAIN RUNOFF WITHIN THE SITE
AND TO DIVERT DRAINAGE AWAY FROM FROM OFFSITE AREAS,
7. TEMPORARY CONSTRUCTION ENTRANCE: TEMPORARY STABILIZED CONSTRUCTION ENTRANCES SHALL BE
INSTALLED FOR ACCESS TO AND FROM THE CONSTRUCTION SITE. WASH --DOWN WATER AND RUNOFF
FROM THE CONSTRUCTION ENTRANCE SHALL BE DIRECTED TO APPROPRIATE SOIL EROSION AND
SEDIMENT CONTROL MEASURES.
8, STAGING AND LAYDOWN AREAS: STAGING AND LAYDOWN AREAS FOR VEHICLES, EQUIPMENT, AND
CONSTRUCTION MATERIALS, SHALL BE LOCATED ON STABILIZED PORTIONS OF THE SITE. VEHICLES AND
EQUIPMENT SHALL BE WASHED DOWN IN STABILIZED AREAS PRIOR TO EXITING THE SITE.
9. DUST CONTROL: SHOULD EXCESSIVE DUST BE GENERATED, IT SMALL BE CONTROLLED BY SPRINKLING.
10. DEWATERING: TEMPORARY DEWATERING PRACTICES SMALL BE USED TO PREVENT PONDING OF RAIN
WATER OR GROUNDWATER DURING CONSTRUCTION OF EXCAVATED AREAS SUCH AS LAUNCHING PITS,
RECEIVING PITS, AND OTHER AREAS WHERE THE WATER TABLE IS EXPOSED DUE TO EXCAVATION,
MAINTENANCE PLAN
1, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER CONSTRUCTION, STABILIZATION, AND
MAINTENANCE OF ALL TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES AND RELATED
ITEMS INCLUDED WITHIN THIS PLAN.
2. THE CONTRACTOR SHALL COMPLY WITH THE NPDES STORMWATER GENERAL PERMIT NCGO10000,
3. SEDIMENT REMOVED FROM ANY TEMPORARY SOIL EROSION AND SEDIMENT CONTROL MEASURE DURING
REGULAR MAINTENANCE SHALL BE INCORPORATED BACK INTO THE EARTHWORK AS FILL ON THE SITE.
SOIL SEDIMENT MATERIAL SHALL BE DISTRIBUTED ON -SITE WITHOUT CHANGING DRAINAGE PATTERNS.
4. SEDIMENT SHALL BE REMOVED FROM BEHIND THE SILT FENCE WHEN IT LEACHES 0.5 FEET DEEP AT THE
SILT FENCE. THE SILT FENCE SHALL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER,
5, SEDIMENT SHALL BE REMOVED FROM A SEDIMENT TRAP WHEN THE CAPACITY HAS BEEN REDUCED BY
50% FROM THE DESIGN CAPACITY.
6. AFFECTED ROADWAYS SHALL BE CLEANED DAILY OR MORE FREQUENTLY IF OTHERWISE REQUIRED BY THE
ENGINEER OR OWNER.
7. DEBRIS AND LITTER SHALL BE REMOVED FROM THE SITE ON A MONTHLY BASIS OR MORE FREQUENTLY IF
NECESSARY.
8. CONSTRUCTION EQUIPMENT AND VEHICLES WITHIN THE WORK AREA SHALL BE PROPERLY MAINTAINED
AND INSPECTED, PARTICULARLY FOR IDENTIFICATION AND REPAIR OF VEHICLES LEAKING PETROLEUM
PRODUCTS THAT COULD ENTER ADJACENT STORMWATER DRAINAGE FACILITIES.
9. ALL SEEDED AREAS SHALL BE FERTILIZED, RESEEDED, AND MULCHED AS NECESSARY TO MAINTAIN A
VIGOROUS, DENSE VEGETATIVE COVER, THROUGH THE ONE YEAR WARRANTY PERIOD.
TEMPORARY SEEDING SPECIFICATIONS
PIEDMONT REGION
Aation
- Mix 2 Species together
Application Rates (lb /ac)
- Fertilizer to be determined by sail testing provided by Contractor and approved by EngineerlOwner
10 -10 -10
Agriculurol
Straw
Recommended
Species
Seeding Dates
Seed
Fertilizer
Limestone
10
.Ian. 1 - May 1
Rye (grain)
120
750
2,000
4,000 **
- Mix 4 Species together
Annual Lespedezo
50
- Temporary grass to be cut prior to Permanent Seeding
(Kobe)
Fall Deertongue
5
May 1 - Aug 15
German Millet *
40
750
2,000
4,000 **
Aug 15 Dec 30
Rye (grain)
120
1,000
2,000
4,000 **
* a small stemmed sudongrass may
be substituted at a rote of 50 lb /oc.
** Anchor straw by tacking with asphalt,
netting, or a mulch anchoring toot. A
disk with blades set nearly straight can
be used as o mulch anchoring tool.
MAINTENANCE; Refertilize if growth is not
fully adequate, Reseed, refertilize and mulch
immediately fallowing erosion or other damage.
Topdress with 50 lb /acre of nitrogen in March.
If it is necessary to extend temporary cover beyond
Jane 15, overseed with 517 lb /acre Kobe lespedezo
in late February or early March,
SEEDING WETLANDS, BANKFULL NATURAL CHANNELS, AND NATURAL CHANNEL BUFFERS
TEMPORARY SEEDING:
Aation
- Mix 2 Species together
- Fertilizer to be determined by sail testing provided by Contractor and approved by EngineerlOwner
- Temporary grass to be cut prior to Permanent Seeding
Seed Species
Summer German Millet
10
(8115 - 4115) Browntop Millet
10
Winter Rye Grain
40
(5115 - 8115) Wheat
0
PERMANENT SEEDING:
- Mix 4 Species together
- Fertilizer to be determined by sail testing provided by Contractor and approved by Engineer /Owner
- Temporary grass to be cut prior to Permanent Seeding
Fall Deertongue
5
(911 - 1111) Soft: Rush
2
Shallow Sedge
2
Fox Sedge
2
Winter Switchgrass
3
(12/1-4/1) Deertongue
Sweet Woodreed
2
Rice Cutgrass
5
Soft Rush
2
Shallow Sedge
2
Fox Sedge
2
SITE CLEARING AND EROSION CONTROL NOTES;
1. THE CONTRACTOR SMALL COMPLY WITH ALL APPLICABLE CODES AND
REGULATIONS GOVERNING THIS WORK. THE CONTRACTOR SHALL
COORDINATE WITH APPLICABLE AGENCIES, UTILITY COMPANIES, AND,/OR
SUB - CONTRACTORS.
2. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR
TO CLEARING AND GRUBBING OF SITE.
3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REPAIR ANY DAMAGE
AND/OR RESTORE ANY INTERRUPTION TO ANY UTILITY SERVICE THAT MAY
BE CAUSED BY THE CONTRACTOR'S CONSTRUCTION OR EQUIPMENT, AT
THE CONTRACTOR'S EXPENSE, WITH NO ADDITIONAL EXPENSE TO THE
OWNER.
4. ALL. EXISTING SEWED, GAS, WATER, AND ELECTRIC UTILITY LINES, AS WELL
AS STRUCTURES WITHIN THE CONTRACT AREA SHALL REMAIN, UNLESS
REMOVAL IS SPECIFICALLY NOTED, IF ABANDONED PIPES ARE
ENCOUNTERED DURING EXCAVATION, THEN THE CONTRACTOR SHALL
DOCUMENT IN AS- -BUILT DRAWINGS AND REMOVE PIPE IN AREA OF
EXCAVATION AND PLUG PIPE AT EACH END OF EXCAVATION.
CONTRACTOR SHALL ENSURE THAT PIPE IS ABANDONED BEFORE
ATTEMPTING THIS OPERATION.
5. THE CONTRACTOR SHALL USE CARE DURING CONSTRUCTION TO AVOID
DISTURBING OR DAMAGING ADJACENT ABOVE -GRADE OR SUBGRADE
STRUCTURES, FACILITIES, CURBS, PAVEMENTS, ROADWAYS, AND PERIMETER
FENCING, ANY DAMAGE RESULTING FROM THIS WORK SHALL BE
RESTORED TO THE SATISFACTION OF THE THE OWNER AT THE
CONTRACTOR'S EXPENSE.
6. THE CONTRACTOR SHALL TAKE CARE TO PROTECT THE ROOT SYSTEMS OF
EXISTING TREES THAT ARE TO REMAIN. BULK MATERIAL, EQUIPMENT, OR
VEHICLES SHALL NOT BE STOCKPILED OR PARKED WITHIN THE DRIPLINE
OF ANY TREE THAT IS TO REMAIN,
7. WHEN NECESSARY, THE CONTRACTOR SHALL EXCAVATE BY HAND `WITHIN
THE DRIPLINE OF EXISTING TREES THAT ARE TO REMAIN, OR AS DIRECTED
BY THE ENGINEER,
8. BELOW -GRADE STRUCTURES TO BE REMOVED SHALL BE EXCAVATED TO A
DEPTH OF 4' -0" BELOW FINISHED GRADE AND BACKFILLED WITH
APPROVED SUITABLE FILL MATERIAL.
9. THE CONTRACTOR SHALL DISPOSE OF ALL ITEMS AND MATERIALS
REMOVED AND NOT SALVAGED, INCLUDING ALL EXCAVATED MATERIAL,
OFF -SITE AND IN A LEGAL MANNER.
COMPACTED CLASS A RIP -RAP
SOIL 3' MIN. 8" MIN. THICKNESS
5:1 FLOW
18 MIN.
6' TYP
GEOTXTILE FABRIC
CONSTRUCTION SPECIFICATIONS
1, REMOVE AND PROPERLY DISPOSE OF ALL TREES, BRUSH, STUMPS, AND OTHER OBJECTtONAL
MATERIAL,
2. ENSURE THAT THE MINIMUM CONSTRUCTED CROSS SECTION MEETS ALL DESIGN
REQUIREMENTS.
3. ENSURE THAT THE TOP OF THE DIKE IS NOT LOWER AT ANY POINT THAN THE DESIGN
ELEVATION PLUS THE SPECIFIED SETTLEMENT,
4. PROVIDE SUFFICIENT ROOM AROUND DIVERSIONS TO PERMIT MACHINE REGRADING AND
CLEANOUT,
5. PLACE GEOTEXTILE FABRIC AND RIP -RAP ON TOP OF THE BERM IMMEDIATELY AFTER
CONSTRUCTION,
MAINTENANCE
INSPECT TEMPORARY DIVERSION ONCE A WEEK AND AFTER EVERY RAINFALL,
IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW AREA AND REPAIR THE DIVERSION
RIDGE, CAREFULLY CHECK OUTLETS AND MADE TIMELY REPAIRS AS NEEDED, WHEN THE
AREA PROTECTED IS PERMANENTLY STABILIZED, REMOVE THE RIDGE AND THE CHANNEL
TO BLEND WITH THE NATURAL GROUND LEVEL END APPROPRIATELY STABILIZE IT.
TEMPORARY MOUNTABLE BERM
N. T, S.
CONTRACT SHEEI
I2 OF 361
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CONTACT' ONFe -GALL CSR
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SEAL NOT VAUD UNLESS SIGNED AND DATED
In
SHEET NO.
Aation
e
Period
Seed Species
SITE CLEARING AND EROSION CONTROL NOTES;
1. THE CONTRACTOR SMALL COMPLY WITH ALL APPLICABLE CODES AND
REGULATIONS GOVERNING THIS WORK. THE CONTRACTOR SHALL
COORDINATE WITH APPLICABLE AGENCIES, UTILITY COMPANIES, AND,/OR
SUB - CONTRACTORS.
2. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR
TO CLEARING AND GRUBBING OF SITE.
3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REPAIR ANY DAMAGE
AND/OR RESTORE ANY INTERRUPTION TO ANY UTILITY SERVICE THAT MAY
BE CAUSED BY THE CONTRACTOR'S CONSTRUCTION OR EQUIPMENT, AT
THE CONTRACTOR'S EXPENSE, WITH NO ADDITIONAL EXPENSE TO THE
OWNER.
4. ALL. EXISTING SEWED, GAS, WATER, AND ELECTRIC UTILITY LINES, AS WELL
AS STRUCTURES WITHIN THE CONTRACT AREA SHALL REMAIN, UNLESS
REMOVAL IS SPECIFICALLY NOTED, IF ABANDONED PIPES ARE
ENCOUNTERED DURING EXCAVATION, THEN THE CONTRACTOR SHALL
DOCUMENT IN AS- -BUILT DRAWINGS AND REMOVE PIPE IN AREA OF
EXCAVATION AND PLUG PIPE AT EACH END OF EXCAVATION.
CONTRACTOR SHALL ENSURE THAT PIPE IS ABANDONED BEFORE
ATTEMPTING THIS OPERATION.
5. THE CONTRACTOR SHALL USE CARE DURING CONSTRUCTION TO AVOID
DISTURBING OR DAMAGING ADJACENT ABOVE -GRADE OR SUBGRADE
STRUCTURES, FACILITIES, CURBS, PAVEMENTS, ROADWAYS, AND PERIMETER
FENCING, ANY DAMAGE RESULTING FROM THIS WORK SHALL BE
RESTORED TO THE SATISFACTION OF THE THE OWNER AT THE
CONTRACTOR'S EXPENSE.
6. THE CONTRACTOR SHALL TAKE CARE TO PROTECT THE ROOT SYSTEMS OF
EXISTING TREES THAT ARE TO REMAIN. BULK MATERIAL, EQUIPMENT, OR
VEHICLES SHALL NOT BE STOCKPILED OR PARKED WITHIN THE DRIPLINE
OF ANY TREE THAT IS TO REMAIN,
7. WHEN NECESSARY, THE CONTRACTOR SHALL EXCAVATE BY HAND `WITHIN
THE DRIPLINE OF EXISTING TREES THAT ARE TO REMAIN, OR AS DIRECTED
BY THE ENGINEER,
8. BELOW -GRADE STRUCTURES TO BE REMOVED SHALL BE EXCAVATED TO A
DEPTH OF 4' -0" BELOW FINISHED GRADE AND BACKFILLED WITH
APPROVED SUITABLE FILL MATERIAL.
9. THE CONTRACTOR SHALL DISPOSE OF ALL ITEMS AND MATERIALS
REMOVED AND NOT SALVAGED, INCLUDING ALL EXCAVATED MATERIAL,
OFF -SITE AND IN A LEGAL MANNER.
COMPACTED CLASS A RIP -RAP
SOIL 3' MIN. 8" MIN. THICKNESS
5:1 FLOW
18 MIN.
6' TYP
GEOTXTILE FABRIC
CONSTRUCTION SPECIFICATIONS
1, REMOVE AND PROPERLY DISPOSE OF ALL TREES, BRUSH, STUMPS, AND OTHER OBJECTtONAL
MATERIAL,
2. ENSURE THAT THE MINIMUM CONSTRUCTED CROSS SECTION MEETS ALL DESIGN
REQUIREMENTS.
3. ENSURE THAT THE TOP OF THE DIKE IS NOT LOWER AT ANY POINT THAN THE DESIGN
ELEVATION PLUS THE SPECIFIED SETTLEMENT,
4. PROVIDE SUFFICIENT ROOM AROUND DIVERSIONS TO PERMIT MACHINE REGRADING AND
CLEANOUT,
5. PLACE GEOTEXTILE FABRIC AND RIP -RAP ON TOP OF THE BERM IMMEDIATELY AFTER
CONSTRUCTION,
MAINTENANCE
INSPECT TEMPORARY DIVERSION ONCE A WEEK AND AFTER EVERY RAINFALL,
IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW AREA AND REPAIR THE DIVERSION
RIDGE, CAREFULLY CHECK OUTLETS AND MADE TIMELY REPAIRS AS NEEDED, WHEN THE
AREA PROTECTED IS PERMANENTLY STABILIZED, REMOVE THE RIDGE AND THE CHANNEL
TO BLEND WITH THE NATURAL GROUND LEVEL END APPROPRIATELY STABILIZE IT.
TEMPORARY MOUNTABLE BERM
N. T, S.
CONTRACT SHEEI
I2 OF 361
BARE YOU D101
CONTACT' ONFe -GALL CSR
1~-- 800 - 532 -4949
am
COG mater
GOOT Traf
COG /Guilf
COG Wat r
Tanks
GDOT St
Know what's below.
Call before you ! #
Dial f
FINAL DESIGN
*4�4 CARC)
:}Q ES S /Q�� frr'r
26457
R
Ya 4
rrr (ililE����j'w~��:
SEAL NOT VAUD UNLESS SIGNED AND DATED
In
SHEET NO.
Application
Rate
Period
Seed Species
IbslAcre
SITE CLEARING AND EROSION CONTROL NOTES;
1. THE CONTRACTOR SMALL COMPLY WITH ALL APPLICABLE CODES AND
REGULATIONS GOVERNING THIS WORK. THE CONTRACTOR SHALL
COORDINATE WITH APPLICABLE AGENCIES, UTILITY COMPANIES, AND,/OR
SUB - CONTRACTORS.
2. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR
TO CLEARING AND GRUBBING OF SITE.
3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REPAIR ANY DAMAGE
AND/OR RESTORE ANY INTERRUPTION TO ANY UTILITY SERVICE THAT MAY
BE CAUSED BY THE CONTRACTOR'S CONSTRUCTION OR EQUIPMENT, AT
THE CONTRACTOR'S EXPENSE, WITH NO ADDITIONAL EXPENSE TO THE
OWNER.
4. ALL. EXISTING SEWED, GAS, WATER, AND ELECTRIC UTILITY LINES, AS WELL
AS STRUCTURES WITHIN THE CONTRACT AREA SHALL REMAIN, UNLESS
REMOVAL IS SPECIFICALLY NOTED, IF ABANDONED PIPES ARE
ENCOUNTERED DURING EXCAVATION, THEN THE CONTRACTOR SHALL
DOCUMENT IN AS- -BUILT DRAWINGS AND REMOVE PIPE IN AREA OF
EXCAVATION AND PLUG PIPE AT EACH END OF EXCAVATION.
CONTRACTOR SHALL ENSURE THAT PIPE IS ABANDONED BEFORE
ATTEMPTING THIS OPERATION.
5. THE CONTRACTOR SHALL USE CARE DURING CONSTRUCTION TO AVOID
DISTURBING OR DAMAGING ADJACENT ABOVE -GRADE OR SUBGRADE
STRUCTURES, FACILITIES, CURBS, PAVEMENTS, ROADWAYS, AND PERIMETER
FENCING, ANY DAMAGE RESULTING FROM THIS WORK SHALL BE
RESTORED TO THE SATISFACTION OF THE THE OWNER AT THE
CONTRACTOR'S EXPENSE.
6. THE CONTRACTOR SHALL TAKE CARE TO PROTECT THE ROOT SYSTEMS OF
EXISTING TREES THAT ARE TO REMAIN. BULK MATERIAL, EQUIPMENT, OR
VEHICLES SHALL NOT BE STOCKPILED OR PARKED WITHIN THE DRIPLINE
OF ANY TREE THAT IS TO REMAIN,
7. WHEN NECESSARY, THE CONTRACTOR SHALL EXCAVATE BY HAND `WITHIN
THE DRIPLINE OF EXISTING TREES THAT ARE TO REMAIN, OR AS DIRECTED
BY THE ENGINEER,
8. BELOW -GRADE STRUCTURES TO BE REMOVED SHALL BE EXCAVATED TO A
DEPTH OF 4' -0" BELOW FINISHED GRADE AND BACKFILLED WITH
APPROVED SUITABLE FILL MATERIAL.
9. THE CONTRACTOR SHALL DISPOSE OF ALL ITEMS AND MATERIALS
REMOVED AND NOT SALVAGED, INCLUDING ALL EXCAVATED MATERIAL,
OFF -SITE AND IN A LEGAL MANNER.
COMPACTED CLASS A RIP -RAP
SOIL 3' MIN. 8" MIN. THICKNESS
5:1 FLOW
18 MIN.
6' TYP
GEOTXTILE FABRIC
CONSTRUCTION SPECIFICATIONS
1, REMOVE AND PROPERLY DISPOSE OF ALL TREES, BRUSH, STUMPS, AND OTHER OBJECTtONAL
MATERIAL,
2. ENSURE THAT THE MINIMUM CONSTRUCTED CROSS SECTION MEETS ALL DESIGN
REQUIREMENTS.
3. ENSURE THAT THE TOP OF THE DIKE IS NOT LOWER AT ANY POINT THAN THE DESIGN
ELEVATION PLUS THE SPECIFIED SETTLEMENT,
4. PROVIDE SUFFICIENT ROOM AROUND DIVERSIONS TO PERMIT MACHINE REGRADING AND
CLEANOUT,
5. PLACE GEOTEXTILE FABRIC AND RIP -RAP ON TOP OF THE BERM IMMEDIATELY AFTER
CONSTRUCTION,
MAINTENANCE
INSPECT TEMPORARY DIVERSION ONCE A WEEK AND AFTER EVERY RAINFALL,
IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW AREA AND REPAIR THE DIVERSION
RIDGE, CAREFULLY CHECK OUTLETS AND MADE TIMELY REPAIRS AS NEEDED, WHEN THE
AREA PROTECTED IS PERMANENTLY STABILIZED, REMOVE THE RIDGE AND THE CHANNEL
TO BLEND WITH THE NATURAL GROUND LEVEL END APPROPRIATELY STABILIZE IT.
TEMPORARY MOUNTABLE BERM
N. T, S.
CONTRACT SHEEI
I2 OF 361
BARE YOU D101
CONTACT' ONFe -GALL CSR
1~-- 800 - 532 -4949
am
COG mater
GOOT Traf
COG /Guilf
COG Wat r
Tanks
GDOT St
Know what's below.
Call before you ! #
Dial f
FINAL DESIGN
*4�4 CARC)
:}Q ES S /Q�� frr'r
26457
R
Ya 4
rrr (ililE����j'w~��:
SEAL NOT VAUD UNLESS SIGNED AND DATED
In
SHEET NO.
1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING APPLICATION OF LIME,
FERTILIZER, AND SEED.
2, BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE BLANKET IN A 6" DEEP
X 6" WIDE TRENCH, BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.
3. ROLL CENTER BLANKET IN DIRECTION OF WATER FLOW ON BOTTOM OF CHANNEL.
4. PLACE BLANKETS END OVER END (SHINGLE STYLE) WITH A 6" OVERLAP, USE A
DOUBLE ROW OF STAGGERED STAPLES 4" APART TO SECURE BLANKETS.
5, FULL LENGTH EDGE OF BLANKETS AT TOP OF SIDE SLOPES MUST BE ANCHORED
IN 6" DEEP X 6" WIDE TRENCH, BACKFILL AND COMPACT THE TRENCH AFTER
STAPLING.
6, BLANKETS ON SIDE SLOPES MUST BE OVERLAPPED 4" OVER THE CENTER BLANKET
AND STAPLED (2" FOR 0350 MATTING).
7. IN HIGH FLOW CHANNEL APPLICATIONS, A STAPLE CHECK SLOT IS RECOMMENDED
AT 30 TO 40 FOOT INTERVALS. USE A ROW OF STAPLES 4" APART OVER ENTIRE
WIDTH OF THE CHANNEL. PLACE A SECOND ROSY 4" BELOW THE FIRST ROW IN A
STAGGERED PATTERN.
8. THE TERMINAL END OF THE BLANKETS DUST BE ANCHORED IN A 6" DEEP X 6" WIDE
TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING,
NORTH AMERICAN GREEN
TEMPORARY DITCH LINING
INSTALLATION GUIDE
N.T.S.
WATER
C BARRIER
I I WATER
PART 2 � f
BARRIER
PART1 FLOW _... ,..... _ .�, ....a....
— CREEK BOTTOM
PROP. PIPE
TEMPORARY DEWATERING
SILT FENCE OR BASIN OR
EARTH BERM PLAN SILT BAG PROFILE
CONSTRUCTION SEQUENCE
1, CONSTRUCTION SHALL BE PERFORMED DURING LOW FLOW PERIODS.
2, CROSSINGS SHALL BE ACCOMPLISHED IN A MANNER THAT WILL NOT PROHIBIT THE
STREAM FLOW.
1 THE BANK OPPOSITE OF THE BARRIER SHALL BE PROTECTED BY SAND BAGS. THE
MINIMUM LENGTH OF PROTECTION REQUIRED IS 25 FT ON EACH SIDE OF THE
BARRIER, AT A HEIGHT OF 24" ABOVE NORMAL WATER LEVEL. THE EXTENT OF
PROTECTION MAY VARY AS DIRECTED BY THE ENGINEER ON AN INDIVIDUAL BASIS.
4. INSTALL NON - ERODIBLE BARRIER AROUND 1/2 OF CROSSING,
5. DE-- WATERING AREA INSIDE NON - ERODIBLE BARRIER. DEWATERING PUMP SHOULD
DISCHARGE INTO A SILT BAG OR A 10'xlO' DE-- WATERING BASIN WITH 2:1 SIDE
SLOPES.
6, EXCAVATE PIPE TRENCH.
7, INSTALL PIPE,
8, BACKFILL WITH EXCAVATED AND COMPACTED MATERIAL TO ORIGINAL PROFILE.
O. REMOVE BARRIER,
10. RELOCATE TO OPPOSITE SIDE OF STREAM AND REPEAT ABOVE STEPS.
11. AFTER UTILITY CROSSING HAS BEEN INSTALLED AND BARRIERS REMOVED,
CONTRACTOR SHALL INSTALL CLASS 11 RIP —RAP WITH FILTER FABRIC AND STONE
UNDERLAYMENT TO STABILIZE CREEK BED.
12. IMMEDIATELY REVEGETATE CREEK BANK BY SEEDING AND MULCHING, AND
INSTALLING MATTING AS NECESSARY.
13. INSTALL TEMPORARY SILT FENCE.
NOTE.
TEMPORARY COFFER DAMS SHALL NOT BE USED FOR CONSTRUCTION EQUIPMENT CROSSING.
TEMPORARY COFFER DAM CREEK CROSSING
N.T.S.
I
�k
I
vi
J
k-^
w
s�
I
c»
0
r
I
I
i3
f
u•
BRUSH, SMALL LOGS OR ROUNDWOOD. AS LONG
w ` AS WIDTH OF EQUIPMENT USING CROSSING,
INSTALLED PERPENDICULAR TO DIRECTION OF
TRAVEL. CORDUROY HEAVY EQUIPMENT MAT
' INSTALLED OVER LAYER OF NON —WOVEN
GEOTEXTILE FABRIC.
NOTES:
ADD LAYERS OF CORDUROY AS NEEDED TO
.41 SUPPORT TRAFFIC AND MAINTAIN A GENERALLY
UNIFORM SURFACE,
HEAVY EQUIPMENT MATS TO BE INSTALLED
FOLLOWING INSTALLATION OF SEWER LINE,
,,, 1P UNLESS WETLAND WILL NO LONGER BE
GROSSED THROUGHOUT DURATION OF PROJECT,
WETLAND CROSSING DETAIL
N.T.S.
EARTHEN RIDGE
Wf 2;1 SIDE SLOPES
SLOPE
18"
CONSTRUCTION SPECIFICATIONS
1. INSTALL THE DIVERSION AS SOON AS THE RIGHT OF WAY HAS BEEN
CLEARED AND GRADED.
2, DISK THE BASE FOR THE CONSTRUCTED RIDGE BEFORE PLACING FILL.
3, TRACK THE RIDGE TO COMPACT IT TO THE DESIGN CROSS SECTION.
4, LOCATE THE OUTLET ON AN UNDISTURBED AREA. ADJUST FIELD
SPACING OF THE DIVERSION TO USE THE MOST STABLE OUTLET
AREAS. WHEN NATURAL AREAS ARE NOT DEEMED SATISFACTORY,
PROVIDE OUTLET PROTECTION,
5. IMMEDIATELY SEED AND MULCH THE PORTIONS OF THE DIVERSIONS
NOT SUBJECT TO CONSTRUCTION TRAFFIC. STABILIZE WITH GRAVEL
AREAS TO BE CROSSED BY VEHICLES.
MAINTENANCE
PERIODICALLY INSPECT RIGHT OF WAY DIVERSIONS FOR WEAR AND AFTER
EVERY HEAVY RAINFALL FOR EROSION DAMAGE, IMMEDIATELY REMOVE
SEDIMENT FROM THE FLOW AREA AND REPAIR DIKE, CHECK OUTLET AREAS
AND MAKE TIMELY REPAIRS AS NEEDED, WHEN PERMANENT ROAD
DRAINAGE IS ESTABLISHED AND THE AREA ABOVE THE TEMPORARY RIGHT
OF WAY DIVERSIONS IS PERMANENTLY STABILIZED, REMOVE THE DIKE AND
FILL THE CHANNEL TO BLEND WITH THE NATURAL GROUND, AND
APPROPRIATELY STABILIZE THE DISTURBED AREA.
TYPICAL EARTHEN BERM
N.T.S.
SURGE STONE
6" DEEP
CLASS B STONE-'
MINIMUM OF
1/2 DIAMETER OF PIPE
OR 12 ", WHICHEVER
IS GREATER
SIZE AND NUMBER OF PIPES
AS NOTED ON THE PLANS
GEOTEXTILE FILTER FABRIC
I I I I
c;LAt,� b LNUL >IU N
STONE (TYP)
CREEK
CHANNEL
TEMPORARY GREEK CROSSING - MULTIPLE CULVERT TYPE
N. T. S.
zlu Rl,?� .7 i VIVO
SITE AREA QESCRIPTIQN
Perimeter dikes, swales, ditches, slopes
:. High Quality Water (HOW) Zones
4
NC I-- NR0viSIOn of Water Quality
STABILIZATION TIMEFRAME EXCEPTIONS
7 clays None
7 clays Norge
slopes steeper than 3:1 7 days If slopes are 10' or less in length and are
not steeper than 2: 1, 14 days are allowed.
slopes 3:1 or flatter ( 14 stays 7 clays for slopes greater than 50' in length,
All other areas with slopes flatter than 4.1
SURGE STONE
6" DEEP
MINIMUM 1/2 DIAMETER OF PIPE
OR 12" WHICHEVER IS GREATER
Cal
14 clays None, except for perimeters and HQtltt Zones,
SIZE OF PIPE AS NOTED
ON THE PLANS
/- CLASS "B" STONE
PROFILE
FLOW
GEOTEXTILE FILTER FABRIC
- - I'-- ' Yrr-r,
W-4
FLAN VIEW
TEMPORARY CULVERT CROSSING
N,T.S.
DO NOT INSTALL
RIP —RAP ABOVE
NORMAL HIGH
WATER MARK —
,EXIST, CHANNEL SLOPE
EXIST, CREEK WIDTH
6 >,
24"
, 0 W0:DC0
GEOTEXTILE
FILTER FABRIC
EXIST. CREED ---'
BOTTOM SURFACE CLASS 11 RIP --RAP,
UNLESS NOTED OTHERWISE,
PER DWQ REGULATIONS, PLACEMENT OF CHANNEL STABILIZATION STONE
SHALL BE LIMITED TO THE BOTTOM AND BANKS OF CHANNEL WHICH ARE
DIRECTLY IMPACTED BY THE SEWER LINE INSTALLATION. RIP -RAP SHALL
NOT BE PLACED IN AREAS THAT WERE NOT DISTURBED, AND SHALL ONLY
BE INSTALLED BELOW THE NORMAL HIGH WATER LEVEL, RIP -RAP SHALL
ONLY BE INSTALLED BELOW THE EXISTING GRADE OF THE CHANNEL, SUNK
INTO THE GROUND 6" BELOW THE ORIGINAL BOTTOM OF CHANNEL, SUCH
THAT ORIGINAL GRADES AND CONTOURS ARE NOT MODIFIED. RIP-RAP
SHALL NOT BE PLACED ON TOP OF THE SURFACE OF THE GROUND UNDER
ANY CIRCUMSTANCES.
CHANNEL RESTORATION! DETAIL
N.T.S.
+ CONTRACT
*tk •
•• � r
City Of
LoCC7
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BDOT Traf
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26457
SEAL NOT VALO UNLESS SIGNED AND DATED
dm
REVISIQNS
• a
'BENCHMARKS
CITY OF GRESISBORO
DESIGNED BY AP
ENGINEERS & SURVEYORS
6415 OLD PLANK RD, HIGH POINT, NC 27265
CONST, SURVEY BY
CHECKED BY MLS EROSION CONTROL DETAILS
tT
rn
cn
cs
ca
C2
cv
2
z
cs
tz
ol TEMP. CONSTRUCTION
STREAM CROSSING
Fi lu r
I FL OW--- ►
MIN.
-------------
MIN
PROPOSED
A R7H BERM
(Typ')
CLASS "I
RIP PAP
10' x 10'
SE01MENr TRAP
-0 21 f SZOF SLOPE
OR S11 r SAG
0
TEMP.
24 TO
42 emp
CLASS "I
RIP RAP
PROPOSED
EARTH BERM
(rypl)
I
R' CLASS W
CROSSING
EROSION CONIR01-
PIPE STONE WrR
. ...... . .....
50' CONSTRUCTION EASEMENT
fsEF NorE 5)
EARTH BERM
PLAN
POL YE rH Yi FNE FA SRIC r
ON FACE ft. THZCK)
TO 12, TOP OF FROM
'Ump MIN. BANK PUMP
(,4< — — 116� —
4 �
R4' TO
42 " cmp
MI
'EX. INV, TEMPORARY-
-
CREEK STONE DAM POL YETHYLENE FABRIC
ON FACE (8 ML. THICK)
Ck"CROSSING
PIPE
n- In
INST SANDBAGS IN PIPE INVERT & FABRIC WHILE PUMPING
ALL
A
AROUND DURING CONSTRUCTION IN STREAM.
POLYETHYLENE FAhRIC
ON FACE (8 Mi. rHZCK) B REMOVE SANDBAGS C FABRIC TO ALLOW FLOW THROUGH
PIPE WHEN NOT PUMPING AROUND.
SECTION A -A
91 .1 OF
NOTES.'
J) EROSION STONE TO HE "CLASS I" RIP-PAP UNLESS DESIGNATED DIFFERENTLY ON
CONSTRUCTION PLAN.
2) PIPE SIZE AND AMOUNT NEEDED TO BE DETERMINED BY ENGINEER ON CONSTRUCTION
PLAN,
3) TEMPORARY STREAM CROSSING TO BE CONVERTED TO COG #,e14 UPON PROJECT
CONSTRUCTION COMPLETION IF CAI-LED FOR ON THE CONSTRUCTION PLANS"
4) PUMP AND LINE SIZE TO BE DETERMINED BY THE CONTRACTOR USING THE BASE FLOW
SHOWN ON THE CONSTRUCTION PLANS.
5) X107H OF CONSTRUCTION EASEMENT SHALL BE MINIMIZED BASED UPON FIELD CONDITIONS.
ANY DISTURSANC60 EXCEEDING 40' MAY REOUIRE ADDITIONAL WATER 06ALITY PERMITTING
OR MI rrGA TION.
CONS TPUC TION ,SEQUENCE" FOR S TREA M CROSSING
1) INSTALL PUMP AND LINE TO PUMP FLOW FROM AREA UPSTREAM OF TEMPORARY STREAM
CROSSING TO AREA DOWNSTREAM OF CONSTRUCTION AREA. BEGIN PUMPING AND
CONTINUING PUMPING A(Hrl-E WORKING WITHIN THE STREAM.
R) INSTALL UPSTREAM DAM, FIL TER FABRIC, AND TEMPORARY CMP. COVER PIPE ixEr
WITH FABRIC AND SAND BAGS AS SHOWN IN INSET "A " WHILE WORKING IN THE STREAM.
ALLOW STREAM FLOW THROUGH CMP AS SHOWN IN INSET "B' WHEN NOT WORKING WITHIN
THE STREAM.
31 INSTALL DOWNSTREAM TEMPORARY STONE DAM AND F14 TER FABRIC TO PREVENT
BACK FLOW INTO CONSTRUCTION AREA.
4) INSTALL PROPOSED EARTH BERMS ALONG TOP OF BANK ON EACH SIDE OF THE
CONSTRUCTION AREA.
5) INSTALL DEW4 TERING BASIN OR SILT BAG AT TOP OF BANK, OEWA TER CONSTRUCTION
AREA BETWEEN TEMPORARY DAM USING THIS BASIN.
6) INSTALL THE 10 ' X 10' SEDIMENT TRAP OR SILT RAG.
7) UPON CONSTRUCTION COMPLETION, REMOVE TEMPORARY DA MS FIL TER FA BRIC A NO
TEMPORARY CMP. DEPRESS TEMPORARY OAM BOTTOMS INTO STREAM BED UNTIL TOP OF
RIP PAP IS LEVEL WITH STREAM BOTTOM. CONVERT TO COG STANDARD 0214 IF CALLED
FOR IN THE CONSTRUCTION PLANS.
8) UPON STABILIZATION OF CLEARED AREAS, REMOVE TEMPORARY EARTH BERM, SEDIMENT
TRAP, AND DEWATERING BASIN,
91 R OF I?
�cl ry OF GREENSBORO
Ll
CONTRACT SHEET
34 OF 36
BEFORE YOU DIGI
CONTACT ONE-CAM C&SrM
1-800432-4949
City
COG Water
GDOT Traf
COG/Guilf
COG wa t r
Taink$ i
COOT Sti,
73-5e55
NPDES
%zveneral r ermfr
,&r%
vplles
YF 10 A
sotstollso"4
CARo
0 slo
lo
26457
♦4 f*
SEAL NOT VALID UNLESS SIGNED AND DATED
20 ' PERM
EA SMEN T (MIN.
OF BAN K
5 TREA M
FL OW
f.
NA TURAL
GROUND RIP-RAP
CROSSING TYPICAL
PIPE
MAXIMUM AREA TO BE
SYNTHETIC FIL TER
FABRIC
PLAN
TOP OF BANK RIP PAP SHALL NOT
EXTEND ABOVE NORMAL
DRAINAGE DITCH
OR SMALL STREAM HIGH 14A TER MARK
,SYNTHETIC FILTER
E. INV. FABRIC (AS PER
CREEK C 3 NCDOT SPEC #1056
TYPE-2)
GROUND SLOPE MAXIMUM
CROSSING PIPE
18" CLASS I
PIP-RAP
METAL FENCE POST
SEC UON A -A
NOTES.
-
1)
PERMANENT CROSSING FOR VEHICLE MAINTENANCE EQUIPMENT.
2)
CLASS I RIP-RAP TO BE LAID MIN. 18 INCHES THICK OVER ENTIRE AREA OF DISTURBANCE
(AS DIRECTED BY ENGINEER) .
3)
CLASS 11 RIP-RAP USED IN LARGER STREAMS (AS DIRECTED BY ENGINEER)
4)
AS PROJECT 15 5 TA BIL IZED PLACE SYNTHETIC FIL TER FABRIC 9 SPREAD A L L EXISTING
EROSION STONE INTO PERMANENT LINER AS SHOWN. ADD STONE AS NEEDED.
5)
ANY REQUIRED ARMORING ABOVE NORMAL HIGH WATER MARK SHALL CONSIST OF
14 GAUGE MINIMUM
M4 TTING OR APPROVED VEGETA TIVE COVER.
CITY
OF GREENSBORO_
STD. NO.
REV '.
STANDARD PERMANENT CREEK STABILIZATION
214
0191 06 -05
03-05
A I E E C
,f MI TH MN TNNCROSSM
CONTRACT SHEET
34 OF 36
BEFORE YOU DIGI
CONTACT ONE-CAM C&SrM
1-800432-4949
City
COG Water
GDOT Traf
COG/Guilf
COG wa t r
Taink$ i
COOT Sti,
73-5e55
NPDES
%zveneral r ermfr
,&r%
vplles
YF 10 A
sotstollso"4
CARo
0 slo
lo
26457
♦4 f*
SEAL NOT VALID UNLESS SIGNED AND DATED
f.
MAXIMUM AREA TO BE
RETAINED BY SILT FENCE
GROUND SLOPE MAXIMUM
METAL FENCE POST
SLOPE LENGTH DRAINAGE AREA
(ft.) (SO. FT.)
14 GAUGE MINIMUM
<2% 100 10,000
fl
HOG WIRE (OPTIONAL)
5% 75
2%- 7,500
CLASS B 5 TONE
5%-10% 50 5,000
EROSION CONTROL FABRIC
10%-20% 25 2,500
>20% 15 1,500
MAINTAIN ADEQUATE DISTANCE FOR
ISOMETRIC VIEW
SEDIMENT REMOVAL 6 MAINTENANCE
NAX
L Dpi
L11F,
NAX ITH
1 • '-6
NATURAL GROUND
-T tul
de L l€
MIN.
i G THICK CLASS B STONE
#57 5 TONE gift
�MF'
U
!z z (D DI TCH
X. EARTH
E
BA CKFIL L A NO
FL OW INVERT)
00
COMPA C T THOROUGHL Y
D 000
000 7i1
siL r FENCE BE ENTRENCHED
musr AND
SECURED WITH COMPACTED SOIL. THE
SL ICING METHOD " MA Y AL 50 BE USED
Lo
TO INSTALL SIL T FENCE (SEE NCOSVP
"EROSION
AND SEDIMENT CONTROL
DESIGN PLANNING AND DESIGN
MANUAL SECTION 6.6R),
L — — — — — — — —
OPTIONAL TYPE
SILT BASIN (SEE
COG STD. #432 STONE DITCH
NCOOT DOM 1630. 09)
USE COG STO,0432 STONE DITCH CHECK
CHECK TO BE USED FOR SILT
TYPICAL LONGITUDINAL SECTION
FOR FENCE OUTLETS AT A MAXIMUM 100 FT
SPACING AND AT ALL NATURAL DRAINAGE
FENCE STONE OUTLET
ALL SIDE SLOPES ARE 2:1
AREAS. (SEE SHEET p OF 2)
STRUCTURAL STONE TO BE 5_
*CLASS B' RIP -RAP k
12' THICK LAYER OF #57 o
WASHED STONE FOR EROSION
18 MIN.
NA TURA L GROUND CLASS 8 STONE
CONTROL ON FACE
MIN.
NOTES'
KEY STONE
INTO BANK DITCH
-SPACING OF POSTS USING HOG WIRE WITH APPROVED EROSION
No TES:
CONTROL FABRICS TO BE 8'-0" GIV CENTER.
-SPACING OF POSTS WITHOUT HOG WIRE USING APPROVED EROSION
CONTROL FABRICS TO BE 6'-0" ON CENTER.
1. NON-EROSIVE OUTLETS ARE TO BE PLACED IN THE SILT FENCE AS SHOWN ON
THE PRKIEcr PLANS AND AS DIRECTED SY ME CONSTRUCTION INSPECTOR.
POST METAL T-POST 5'-0 " OR 6'-0 " GHT DEPENDING ON FILL
SLOPE (MIN, 1.33 LB/LF STEEL CONE RUCTION).
2. NON-EROSIVE OUTLETS ARE TO BE LOCATED AT ALL IVATUPAL DRAINAGE'
TYPICAL CROSS SECTION
FABRIC' 3'-0' IN WIDTH (MUST RE STANDARD SPECIFICATIONS
AREAS AND DEPRESSIONS, WITH THE EXCEPTION OF PERENNIAL STREAMS.
FOR sa r FENCE - A57-M 0 ) WITH 12 " BURIED IN TRENCH.
STONE:* (IF USED) #4 WASHED STONE PLACED I '- O" DEEP AT sa 7, FENCE.
3. THE MAXIMUM ORA INA GE AREA IMPOUNDED AT EACH OU TL E T MUST NOT
NOTES.'
-SPLICES IN FABRIC SHOULD BE OVERLAPPED A MIN. OF 4 FT.
-MAXIMUM DRAINAGE AREA =,114 ACRE PER 100 FT OF FENCE FOR 9% OR LESS SLOPE,
EXCEED /4 ACRE.
ENSURE THAT THE DRAINAGE AREA ABOVE THE CHECK DAM DOES NOT EXCEED 114 ACRE WITHOUT
-SIt T FENCE TO BE REMOVED AFTER CONSTRUCTION IS COMPLETE AS DIRECTED BY
TYPE s BASIN (2 ACRES MAXIMUM)
THE CONSTRUCTION INSPECTOR.
PASE R OF R
STABILIZE OVERFLOW AREAS ALONG THE CHANNEL TO RESIST EROSION CAUSED BY CHECK DAMS.
FACE I OF R
EV.
ClrY OF GREEN SO 0 R 0
c r Y 0 F G R E E N S B 0 R
C T Y 0 F 0 R E E N S 0 0 R
SILT FENCE DETAIL
S TD. NO.
V.
SILT FENCE DETAIL
V# D. NO.
V.
STANDARD TEMPORARY
S TD. NO.
RE V.
12106
432
12106 09/10
05109
216
03108
08/09
03109
STONE DI rCH CHECK
12109
- - ---------
CONTRACT SHEET
34 OF 36
BEFORE YOU DIGI
CONTACT ONE-CAM C&SrM
1-800432-4949
City
COG Water
GDOT Traf
COG/Guilf
COG wa t r
Taink$ i
COOT Sti,
73-5e55
NPDES
%zveneral r ermfr
,&r%
vplles
YF 10 A
sotstollso"4
CARo
0 slo
lo
26457
♦4 f*
SEAL NOT VALID UNLESS SIGNED AND DATED
C,
3.
7
ttY
C
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.__., ARCADIS G &M of North Carolina, Inc,
IS One Centerview Drive, Suite 2078
Greensboro, North Carolina 27407
Tel. 336- 292 -2271 Fax: 336-855-5648
ww ,arcadis- us.corn
Infrastructure, Wate,° � Environment ' Buildings License No. C -1869
DEFINITION GRAYELED AREA TO BE LOCATED AT POINTS *FRE VEHICLES ENTER ANO LEAVE A CONSTRUCTION SITE
PURPOSE TO PROVIDE A BUFFER AREA WHERE YEHICLF� CAN DROP THEIR MUD AND SEDIMENT TO AYOID TRANSPORTING IT ONTO PUBLIC
ROADS, TO CONTROL EROSION FROM SURFACE RUNOFF, AN? TO HELP CONTROL DUST.
CONDITIONS' TO SE USED WHEREYER TRAFFIC WILL SE LEAVING A CONSTRUCTION SITE AND MOYING DIRECTLY ONTO A PUBLIC ROAN OR
OTHER PAYED OFF -SITE AREA. CINSTRUCTILW PLANS SHOULD LIMIT TRAFFIC TO PROPERLY CONSTRUCTED ENTRANCES.
DESIGN
CRITERIA.' AGGREGATE SIZE - USE "CLASS A" STONE WITH OEO° TEXTILE LINER.
DIMENSIONS OF GRAVEL PAD - THICKNESS = 8' MINIMUM
WIDTH = E5' MINIMUM OF FULL WIDTH AT ALL POINTS OF THE YEHICULAR ENTRANCE
AND EXIT AREA, WHICHEYER IS GREATER
LENGTH = IITO' MINIMUM WITH 6E0-TEXTILE LINER
LOCATION = LOCATE CONSTRUCTION ENTRANCES AND EXITS TO LIMIT SEDIMENT FROM
LEAYIN6 THE SITE AND TO PROYIDE FOR MAXIMUM UTILITY BY ALL CONSTRUC-
TION YEHICLES. AYOID STEEP GRADES AND ENTRANCES AT CURVES IN PU8L IC
ROADS.
NOTE' SITE CONDITIONS MAY REQUIRE VARIATIONS FROM THESE OESI6N CRITERIA, VARIATIONS WILL BE
DETERMINED OR APPROVED BY THE APPROPRIATE CITY EROSION CONTROL AUTHORITY,
r
r
M
CONSTRUCTION ENTRANCE DETAIL
M NOTE;'
M
IN ADDITION THIS TE pogARY 6RAvFL ENTRANCE HILL REDUCE .IMPACT OF ,STREET FLUSHING FEE
EFFECTIVE JULY 1, 1.497. CITY OF GREENS60RO ORDINANCE SECT. 26-27 "STREET FLUSHING FEES"
A
cl ry OF GREENSBORO
E STD. NO. # RE7 f
TEMPORARY CONSTRUCTION ENTRANCE DETAIL
(CITY REQUIREMENTS) 217 3/09
DEFINITION' GRAVELED AREA TO 8E LOCATED AT POINTS WHERE YEHICLES ENTER AND LEAVE A CONSTRUCTION SITE
PURPOSE.' TO PROYIOE A BUFFER AREA WHERE VEHICLES CAN DROP THEIR MUD AND SEDIMENT TO AVOID TRANSPORTING IT ONTO PUBLIC
ROADS, TO CONTROL EROSION FROM SURFACE RUNOFF, ANO TO HELP CONTROL DUST:
CONDITIONS" TO 8E USED WHEREVER TRAFFIC WILL BE LEAVING A CONSTRUCTION SITE AND MOVINO DIRECTLY ONTO A PUBLIC ROAD OR
OTHER PAVED OFF -SITE AREA. CONSTRUCTION PLANS SHOULD LIMIT TRAFFIC TO PROPERLY CONSTRUCTEO ENTRANCES.
DESIGN
CRITERIA- AGGREGATE SIZE - USE "CLASS A' STONE WITH OED- TEXTILE LINER.
DIMENSIONS OF GRAVEL PAD - THICKNESS = 8" MINIMUM
WIDTH = 12' MINIMUM OF FULL WIDTH AT ALL POINTS OF THE VEHICULAR ENTRANCE
AND EXIT AREA WHICHEYER IS GREATER
LENGTH = 50' MINIMUM WITH GEO °TEXTILE LINER
LOCATION = LOCATE CONSTRUCTION ENTRANCES ANO EXITS TO LIMIT SEDIMENT FROM
LEAVING THE SITE AND TO PROYIDE FOR MAXIMUM UTILITY BY ALL CONSTRUC-
TION YEHICLES. AYOID STEEP GRADES AND ENTRANCES AT CURVES IN PUBLIC
ROADS.
NOTE' SITE CONDITIONS MAY REQUIRE VARIATIONS FROM THESE DESIGN CRITERIA. YARIATIONS WILL BE
DETERMINED OR APPROVED BY THE APPROPRIATE CITY EROSION CONTROL AUTHORITY.
� .
°" r
° r r r .r r
CONSTRUCTION ENTRANCE DETAIL
°i NOTE:`
M
M
h IN A 00 TION THIS TEMPORARY GRA VEL ENTRANCE W11-L REDUCE ,IMPACT OF STREET FLUSHING FEE
EFFECTIVE JULY -1 19,97. CITY OF CREENssoRo mvrNANCE SECT. 25-27 ",STREET FLUSHING FEES.,
0
`l' T Y OF GREENSB GREENS O "'O
S NO REV.
TEMPORARY CONSTRUCTION ENTRANCE DETAIL too (STATE REQUIREMENTS) 217-A /0
CONTRACT SHEET
35 OF 33
SENSITIVE INFORMATION
Not s be copied ►
distributed without the
express wrdten peffnission
of of • +. •
BEFORE YOU nIGI
CONTACT ONE- CAL,I.. CENTER
1 -932 -4949
City of 6 rounc
s3
. i w
�
COG Water � C 73 -2033
GOOT Tra f 1 73 -2606
COG /Gu i l f ; , • '• :." X73 -2084
COG Water N {{ v: 73 -5855
Tanks r
GOOT St .{ �73 -2569
ENGINEERS DAvis MARTIN POWELL
4 • R
6415 OLD PLANK POINT,
Ry� a a
R 886-4821 # 886-4458 i R T T '
REVISIONS
■
1
Z! 19
o•
x
a
■ P-05347
DESIGNED BY APL
ENGINEERING DIVISION
• • 1
BY
YOUNG" S MILL OUTFALL
EROSION CONT ROL +
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SEAL NOT VALID UNLESS SIGNED AND DATED
Elk
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A
COG STD. #245 SECTION B B
RING G COVER
U_,Nz 7"
���
>r
5" .R 5t -0 1, 0, W
q„
7" ' 6'--4" I.D.
NOTES,'
-
�-
CONICR.E'TE SMALL. BE CG.ASS AA,
LLASS 8 CI71I TE;
4444 PSI AS PER A STM C -478.
I j °
STEEL RENFORCING SHALL MEET
ASTM A- -6'15.
IV, 51
EIGHT INCH CONCRETE BOTTOM TO
BE POURED AFTER MANHOLE" IS SET
I
MAXIMUM USABLE PIPE DIAMETER
FOR THIS MANHOLE IS 48 INCHES.
ON NEW INSTALLATION A MAX. OF
TWO GRADE RINGS SHALL BE USED,
" CLASS B CONCRETE. ..a.. REFER TO SECTION 2. 14 OF THE COG
"WATER LINE AND SE'WE'R LINE
C0 ?NS TRUCTIC1N " STANDARD SPEC 'S.
SECTION A A
FOR 10INT SPECIFICATIONS.
S NG?,
REV.
STANIDARD 6 1 D. ECCENTRIC
PRECAST CONCRErf,
SANITARY IMA NOLE ITN MQNOL I TNIC MUM
20.E
°5 =op
"
J xY
arrrE�■
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A
COG STD. #245 SECTION B B
RING G COVER
U_,Nz 7"
���
>r
5" .R 5t -0 1, 0, W
q„
7" ' 6'--4" I.D.
NOTES,'
-
�-
CONICR.E'TE SMALL. BE CG.ASS AA,
LLASS 8 CI71I TE;
4444 PSI AS PER A STM C -478.
I j °
STEEL RENFORCING SHALL MEET
ASTM A- -6'15.
IV, 51
EIGHT INCH CONCRETE BOTTOM TO
BE POURED AFTER MANHOLE" IS SET
IN PLACE ON BRICKS.
MAXIMUM USABLE PIPE DIAMETER
FOR THIS MANHOLE IS 48 INCHES.
ON NEW INSTALLATION A MAX. OF
TWO GRADE RINGS SHALL BE USED,
" CLASS B CONCRETE. ..a.. REFER TO SECTION 2. 14 OF THE COG
"WATER LINE AND SE'WE'R LINE
C0 ?NS TRUCTIC1N " STANDARD SPEC 'S.
SECTION A A
FOR 10INT SPECIFICATIONS.
S NG?,
REV.
STANIDARD 6 1 D. ECCENTRIC
PRECAST CONCRErf,
SANITARY IMA NOLE ITN MQNOL I TNIC MUM
20.E
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C�3'+
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Kit
0
ci
COVER = MIN WT = 125 LBS
FRAME MIN WT = 144 LSS
Eli
(4) 1 " CORED HOLES
94 " ON CENTER
L
h
AS TM A48+ -CL35
AASHTO M346
518" LETTERIN6
RECESSED FL USN
1 " SPECIAL LETTERING
RECESSED FLUSH
JEENTIHI114 WITH
CRETEX PLUG
PLAN VIEW RE SS TiTFLUSSH
93314"—
23 1,/2" HOLE �TYP.1
4 tt
1/2 19 1/2"
21"
3 3%8
24 114 "
31 <,
SECTION A--A
V NO TES*
2
ALL DIMENSIONS AND TOLERANCES ARE TO BE CONCENTRIC AND WILL SUPERSEDE
ANY A.STM STANDARDS WITH A MAXIMUM VARIA TION ± 1116 " ON ALL DIMENSIONS.
MANHOLE RING TO BE ANCHORED WITH 112" REDHEAD STAINLESS STEEL. ANCHORS
AND SEALED BE'TWE'EN RING AND CONE WITH BITUMASTIC SEALER.
V MACHINED BEARING SURFACE
rc
•' J I
GRADE
TRENCH WIDTH-
-
LLASS 8 CI71I TE;
,•,, L
SEWER
MAIN
4 ,
- � c
TRENCH WIDTH
PLAIN
CLASS 8 CONCRETE;
2504 PSI
ca
4
Af�CADIS &M of North Carolina, Inc.
One Centerview Drive, Suite 208 DAVIS* MARTIN � .i O VMI...�..�
Greensboro, North Carolina 27407 ENGINEERS $c M
RCADIS Tek 336- 292 --2271 Fax: 336 -- 855 -5648
www.arcadis- us.com 6495 OLEO PLANK RD, HIGH POINT, NC 27265
Infrastructure • Water Environment, Buildings License No. C --1869 T: (336) 8864829 I F: (336) 8864456 I YVVI W.DMP- INC.COM I LICENSE: F-0245
<
c� r�
5' DIA . (MIN.1 - - ------
ALUMINUM SPLASH
PLATE REGUIRED
WHERE THE SLOPE
° - OF INCLINING LINE`
15 59 OR MORE I I
SEWER PIPE
118" X 2" STAINLESS
STEEL STRAP ANCHORS
:. A T P' D. C. MINIMUM INVERT LIP SMALL
' .
OF TWO RSOUIRE 9 EXTEND 2' PAST
a „ _ INSIDE EDGE OF
DROP PIPE
EXISTING
MANHOLE STRAPS TO BE
FASTENED WITH
"REED HEAD'
ANCHOR SOL TS
'«
-- —
` -90 ° BEND
INTERI017
NOTES.-
THIS DETAIL SHALL BE USED ONL Y WHERE APPROVED BY WATER RESOURCES DEPARTMENT.
DROP PIPE USED SHALL SE SAME SIZE AS INLET SEWER PIPE'•,
DROP PIPE SHALL BE TYPE SDR -35 PVC, A RELINER DROP SYSTEM BY DURAN OR EG7UIVALENT
MA Y BE USED WHERE APPROVED BY WA TER RESOURCES DEPARTMENT.
PROPOSED CONNECTION TO BE USED WHERE EXCEEDS 2,-o,, FROM INVERT OUT.
RE'
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RING 6 CCIVER
Q
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44 A ` • + 4•
`� SE'CT,IC?N B
NOTES.•
ON NEW INSTALLATION A MAX. OF
TWO GRADE RINGS SHALL BE USED.
CONCRETE SHALL BE CLASS AA.
4444 PSI AS PER ASTM 0.478.
STEEL REINFORCING SHALL MEET
ASTM C -185 (4 t VIA) OR ASTM
C-°478 (5' DIAI .
MANHOLES OVER 3' -6" IN DEPTH
SHALL BE PROVIDED WITH STEPS
16" ON CENTERS STEPS SHALL BE
IN ACCORDANCE W% COG STD. #246.
AN
- - - - .
y PRECAST INVERT (OPTIONAL)
51-14" STD. #2074 u�
�-- �--- 6` -14- STD, #241 PLACE 12" OF #57
6
'-0" PRECAST INVERT STONE UNDER BASE
i
a
mrVe
#s r:" i •:
4
12 "
c�
77- 7777-777-
BRICK
10I PIPE MASL RY
G %ANT.T T,IEaS
PIPE SIZE CUBIC YARDS
6" 0.007
81 0.013
1O " 4. 0,24
12 " 0.029
15" 4.445
181, 4.465
24" 0.116
34 " 4. 182
36 " 4.262
42, 4.355
48' Oi 465
54 ° 4.589
601, 4.727
a
66' 0.880
ci
ski
Cl TY OF G R E E N S B O R O
m STl'. V • f��7f� Vs
STANDARD BRICK MASONRY J r"PE PUIG 210
CONTRACT SHEET
36 OF 36
tx a ' •r
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IkfRl t.3 .,
BOOT Trst
COG /G ilf
COCA wat r
Tanks
MOT St
i`
��.�s<ltttltil lttltrf��1
i
18101
t4
SEAL NOT VAUD UNLESS %NE D AND DATED
26457
SEAT. NOT VALID UNLESS SIGNED AND DATED
REVISIONS TYPE CONTRACT CONTRACTOR AS —BUILT A TH. GATE BENCHMARKS JOB N P -05347 CITY OF GREENSBORO
ROADWAY DESIGNED BY JH ENGINEERING DIVISION
SEWER 2Q 43 -494 CtiNST . SURVEY �3Y "�'�� 3� � �� SHEET Nt7 ,
WATER CHECKED BY DJK MISCELLANEOUS CITY OF GREENSBORO DETAILS ne OF
NOTES.-
THIS DETAIL SHALL BE USED ONL Y WHERE APPROVED BY WATER RESOURCES DEPARTMENT.
DROP PIPE USED SHALL SE SAME SIZE AS INLET SEWER PIPE'•,
DROP PIPE SHALL BE TYPE SDR -35 PVC, A RELINER DROP SYSTEM BY DURAN OR EG7UIVALENT
MA Y BE USED WHERE APPROVED BY WA TER RESOURCES DEPARTMENT.
PROPOSED CONNECTION TO BE USED WHERE EXCEEDS 2,-o,, FROM INVERT OUT.
RE'
♦ -r ♦r �r -rX► r-
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L
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RING 6 CCIVER
Q
�N�
p pry
4,
rv�
44 A ` • + 4•
`� SE'CT,IC?N B
NOTES.•
ON NEW INSTALLATION A MAX. OF
TWO GRADE RINGS SHALL BE USED.
CONCRETE SHALL BE CLASS AA.
4444 PSI AS PER ASTM 0.478.
STEEL REINFORCING SHALL MEET
ASTM C -185 (4 t VIA) OR ASTM
C-°478 (5' DIAI .
MANHOLES OVER 3' -6" IN DEPTH
SHALL BE PROVIDED WITH STEPS
16" ON CENTERS STEPS SHALL BE
IN ACCORDANCE W% COG STD. #246.
AN
- - - - .
y PRECAST INVERT (OPTIONAL)
51-14" STD. #2074 u�
�-- �--- 6` -14- STD, #241 PLACE 12" OF #57
6
'-0" PRECAST INVERT STONE UNDER BASE
i
a
mrVe
#s r:" i •:
4
12 "
c�
77- 7777-777-
BRICK
10I PIPE MASL RY
G %ANT.T T,IEaS
PIPE SIZE CUBIC YARDS
6" 0.007
81 0.013
1O " 4. 0,24
12 " 0.029
15" 4.445
181, 4.465
24" 0.116
34 " 4. 182
36 " 4.262
42, 4.355
48' Oi 465
54 ° 4.589
601, 4.727
a
66' 0.880
ci
ski
Cl TY OF G R E E N S B O R O
m STl'. V • f��7f� Vs
STANDARD BRICK MASONRY J r"PE PUIG 210
CONTRACT SHEET
36 OF 36
tx a ' •r
s
i r {
' 1.
IkfRl t.3 .,
BOOT Trst
COG /G ilf
COCA wat r
Tanks
MOT St
i`
��.�s<ltttltil lttltrf��1
i
18101
t4
SEAL NOT VAUD UNLESS %NE D AND DATED
26457
SEAT. NOT VALID UNLESS SIGNED AND DATED
REVISIONS TYPE CONTRACT CONTRACTOR AS —BUILT A TH. GATE BENCHMARKS JOB N P -05347 CITY OF GREENSBORO
ROADWAY DESIGNED BY JH ENGINEERING DIVISION
SEWER 2Q 43 -494 CtiNST . SURVEY �3Y "�'�� 3� � �� SHEET Nt7 ,
WATER CHECKED BY DJK MISCELLANEOUS CITY OF GREENSBORO DETAILS ne OF
y PRECAST INVERT (OPTIONAL)
51-14" STD. #2074 u�
�-- �--- 6` -14- STD, #241 PLACE 12" OF #57
6
'-0" PRECAST INVERT STONE UNDER BASE
i
a
mrVe
#s r:" i •:
4
12 "
c�
77- 7777-777-
BRICK
10I PIPE MASL RY
G %ANT.T T,IEaS
PIPE SIZE CUBIC YARDS
6" 0.007
81 0.013
1O " 4. 0,24
12 " 0.029
15" 4.445
181, 4.465
24" 0.116
34 " 4. 182
36 " 4.262
42, 4.355
48' Oi 465
54 ° 4.589
601, 4.727
a
66' 0.880
ci
ski
Cl TY OF G R E E N S B O R O
m STl'. V • f��7f� Vs
STANDARD BRICK MASONRY J r"PE PUIG 210
CONTRACT SHEET
36 OF 36
tx a ' •r
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IkfRl t.3 .,
BOOT Trst
COG /G ilf
COCA wat r
Tanks
MOT St
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��.�s<ltttltil lttltrf��1
i
18101
t4
SEAL NOT VAUD UNLESS %NE D AND DATED
26457
SEAT. NOT VALID UNLESS SIGNED AND DATED
REVISIONS TYPE CONTRACT CONTRACTOR AS —BUILT A TH. GATE BENCHMARKS JOB N P -05347 CITY OF GREENSBORO
ROADWAY DESIGNED BY JH ENGINEERING DIVISION
SEWER 2Q 43 -494 CtiNST . SURVEY �3Y "�'�� 3� � �� SHEET Nt7 ,
WATER CHECKED BY DJK MISCELLANEOUS CITY OF GREENSBORO DETAILS ne OF
CONTRACT SHEET
36 OF 36
tx a ' •r
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IkfRl t.3 .,
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COCA wat r
Tanks
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i
18101
t4
SEAL NOT VAUD UNLESS %NE D AND DATED
26457
SEAT. NOT VALID UNLESS SIGNED AND DATED
REVISIONS TYPE CONTRACT CONTRACTOR AS —BUILT A TH. GATE BENCHMARKS JOB N P -05347 CITY OF GREENSBORO
ROADWAY DESIGNED BY JH ENGINEERING DIVISION
SEWER 2Q 43 -494 CtiNST . SURVEY �3Y "�'�� 3� � �� SHEET Nt7 ,
WATER CHECKED BY DJK MISCELLANEOUS CITY OF GREENSBORO DETAILS ne OF