20190590 Ver 1_C.11_EC and Construction Seq_20190507

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U
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S°l[°A°][[°'E OF NORTH CAROLINA
DI\VISdON OF HIGHWAYS
PLAN 1FO]Eb PROPOSED
HIGHWAY EROSION CONTROL
GUILFORD COUNTY
LOCATION. REPLACE PIPE #40 2221 ON
SR 3426 (SHERATON PARK RD) -
0.6 MI. E. JCT. SR 1007 (RANDLEMAN RD)
TYPE OF WORK: GRADING, PAVING, SHOULDER CONSTRUCTION,
GUARDRAIL, & CULVERT
BEGIN PROJECT 17BP.7.C.11
-L- STA. 12 + 40.00 i ! IS
PROP CULVERTS
I \ -L- STA. 13+15.00 /
I \
TO RANDLEMAN RD
(SR 1007)
--w-
GRAPHIC SCALE
10 0 20
PLANS
10 0 20
PROFILE (HORIZONTAL)
2 0 4
PROFILE (VERTICAL)
-L- SR 3426 (SHERATON PARK RD)
THESE EROSION AND SEDIMENT
CONTROL PLANS COMPLY WITH
THE REGULATIONS SET FORTH
BY THE NCG-010000 GENERAL
CONSTRUCTION PERMIT EFFECTIVE
AUGUST 1, 2016 AND ISSUED BY
THE NORTH CAROLINA DEPARTMENT
OF ENVIRONMENT AND NATURAL
RESOURCES DIVISION OF WATER
RESOURCES.
Prepared in me Office of..
ICI►�
US I USI NFRASTRUCTURE _��,/ OF CAROLINA, INC.
9140 ARROWPOINT BLVD, SUITE 200
CHARLOTTE, NORTH CAROLINA 28273
N.C. LICENSE # C-1950
Designed by.
SANDRA P. HAYES, PE 3280
NAME LEVEL III CERTIFICATION NO.
'1� . r
END PROJECT 17BP.7.C.11
-L- STA. 14 + 00.00
I
8TAW
-a PRmBCT R8PSR8NC6 N0.
SHEET
N0.
SOTAL
HEBTS
NE
17BP.7.C.11
EN
eTATB PROt.N0.
P.APROt.Na
D69CRIPTION
EROSION
AND SEDIMENT CONTROL MEASURES
Std.
D-Aptia
S•m6al
1630.03
Temporary Silt IIDiich.........
1630.05
Temporary Divevsio n..........
TD
1605.01
Temporary Silt Fence- - - - - - - - - - -
1606.01
Special Sediment Control Fence____
1622.01
Temporary Berms and Slope Drain.
1630.02
Silt Basin Type 8-----------------®
i
1633.01
Temporary Rock Silt Cleek Type -A- - -
- - - - - -
Temporary Rock Silt Clerk Type A with
Matting and P.lyacrylamdde 6IIDANID
O
1633.02
Temporary Rock Silt Check Type-]B- - -
- -'
Watt➢e Co6r Felber Wattle ..................
-..-
Watt➢Coin Fiber Wattle
witAP.
]Plyacry➢amide iPANID...................
1634.01
Temporary Rock Sediment Dam Type -A.....
.EM
1634.02
Temporary Rock Sediment Dam Type-F..
1635.01
Rack Pipe Inlet Sediment Trap Type-A-------
1635.02
Rock Pipe Inlet Sedliment Trap Type-l$_
1630.04
Stilling Basin .........................
.
1630.06
Special Stilling Basin-----------------®
Rock Inlet Sediment Trap:
1632.01
Type A
A
1632.02
Type P
B
1632.03
Type C
C 13
SkimmerBasin-
Tiered Skimmer Basin- - - - - - - - - - - - - -
-
IInfiltrati,m ]Basin .......................
00o
cV
Z Z
/ TO DAVIS MILL RD
(SR 3433)
/ ow
Reviewed in tin Office of.
ROADSIDE ENVIRONMENTAL UNIT
I South Wilmington St.
Raleigh, NC 27611
2018 STANDARD SPECIFICATIONS
Reviewed by.
AARON HARPER
2018 STANDARD DRAWINGS
Roadway Standard Drawings
THIS PROJECT CONTAINS
EROSION CONTROL PLANS
FOR CLEARING AND
GRUBBING PHASE OF
CONSTRUCTION.
The following roadway english standards as appear in "Roadway Standard Drawings"- Roadway Design
Unit - N. C. Department of Transportation - Raleigh, N. C., dated January 2018 and the latest
revison thereto are applicable to this project and by reference hereby are considered a part of
these plans.
1604.01 Railroad Rrosion Control Detail
1632.01 Rock Inlet Sediment Trap Type A
1605.01 Temporary Silt Fence
1632.02 Rock Inlet Sediment Trap Type B
1606.01 Special Sediment Control Fence
1632.03 Rock Inlet Sediment Trap Type C
1607.01 Gravel Construction Entrance
1633.01 Temporary Rock Silt Check Type A
1622.01 Temporary Berms and Slope Drains
1633.02 Temporary Rock Silt Check Type B
1630.01 Riser Basin
1634.01 Temporary Rock Sediment Dam Type A
1630.02 Silt Basin Type B
1634.02 Temporary Rock Sediment Dam Type B
1630.03 Temporary Silt Ditch
1635.01 Rock Pipe Inlet Sediment Trap Type A
1630.04 Stilling Basin
1635.02 Rock Pipe Inlet Sediment Trap Type B
1630.05 Temporary Diversion
1640.01 Coir Fiber Baffle
1630.06 Special Stilling Basin
1645.01 Temporary Stream Crossing
1631.01 Matting Installation

PROJECT REFERENCE NO. SHEET NO.
17BP.7.CJl EC-2
R`W SHEET NO. ---
I
TEMPORARY ROCK SILT CHECK TYPE 'A' WITH
EXCELSIOR MATTING AND POLYACRYLAMIDE (PAM)
EXCELSIOR NOTES:
MATTING
FLOW INSTALL TEMPORARY ROCK SILT CHECK TYPE A IN
B�
ACCORDANCE WITH ROADWAY STANDARD DRAWING NO. 1633.01.
SEDIMENT CONTROL STONE
ooboo\` o USE EXCELSIOR FOR MATTING MATERIAL AND ANCHOR
MATTING SECTION AT TOP AND BOTTOM WITH CLASS B STONE.
A o° o��ap�oo A PRIOR TO POLYACRYLAMIDE (PAM) APPLICATION, OBTAIN
o°moo°�o'r
o°° cl p °°�� 1 A SOIL SAMPLE FROM PROJECT LOCATION, AND FROM OFFSITE
O� OO p�
Op Op opt op J
o Op o MATERIAL, AND ANALYZE FOR APPROPRIATE PAM FLOCCULANT
OLp�
D
QOO Q QO OO O °QO QOO O
TO BE APPLIED TO EACH ROCK SILT CHECK.
O D O CJ D CJ CJ D
p p p p p p�
OO pp OO O OO O O �] OO
p O D
D p O D p oD p o Op
69 p INITIALLY APPLY 4 OUNCES OF POLYACRYLAMIDE (PAM)
oD
Q� Qp��p�
p �Cb p oD p O p O D
�p� TO TOP OF MATTING SECTION AND AFTER EVERY RAINFALL
b°� o°��°��
W °� o°� EVENT THAT EQUALS OR EXCEEDS 0.50 INCHES.
STRUCTURAL STONE
B
PAM
(4 OZ.)
PLAN
0 a 6o
INSET A
See Inset A
CLASS B STONE
rW213HANNEL EXCELSIOR
1 MIN
DTH 1. MATTING
T o0 00 o p o p 12 n
1 MIN �Dp o p�Dp H = 2' MIN ° °°°
HE E —III———I==I I L
EXCELSIOR
_x
MATTING
SECTION B - B CLASS B STONE
SECTION A -A
NOT TO SCALE

DIVISION OF HIGHWAYS
STATE OF NORTH CARO][ INA
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
INCOMPLETE PLANS
DO NOT USE FOR Ra W ACQUISITION
SOIL STABILIZATION TIMEFRAMES
SITE DESCRIPTION
STABILIZATION TIME
T I MEFRAME EXCEPTIONS
PERIMETER DIKES, SWALES, DITCHES AND SLOPES
7 DAYS
NONE
HIGH QUALITY WATER (HOW) ZONES
7 DAYS
NONE
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 3:1OR FLATTER
14 DAYS
7 DAYS FOR SLOPES GREATER THAN 50'IN
LENGTH.
ALL OTHER AREAS WITH SLOPES FLATTER THAN 4:1
14 DAYS
NONE, EXCEPT FOR PERIMETERS AND HOW ZONES.
SOIL STABILIZATION SUMMARY SHEET
MATTING FOR EROSION CONTROL
CONST
SHEET NO.
LINE
FROM
STATION
TO
STATION
SIDE
ESTIMATE (SY)
4
-�-
12.10
I'l -00
LlT
600
4
-�-
12+40
14+00
KT
600
6U OfOTAI.
1200
M 15G61•I ANE
0 MA1f I N& 10 0E I NSf 41,60
A5 01 KE
f 0 by f ft
N& I NEEK
0
TOTAI.
1200
SAY
1200
PERMANENT SOIL REINFORCEMENT MAT
CONST
SHEET NO.
LINE
FROM
STATION
TO
STATION
SIDE
ESTIMATE (SY)
6Uf5fOTAI.
ADO I f I ON6
50 f 0 6E I
N6f61• 0
TOTAI,
SAY

PROJECT REFERENCE NO. I SHEET NO.
/
00 /
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YES WL UTILITES EXP, LLC
DB 7378 PC 1000
/
INLET CHANNEL SECTION
EX.
INV=754.36'
/
SEE DETAIL /
/
/
EX. INV=754.63'
EST 50 TONS CLASS II RIP RAP
/ + 90
EST 50 SY GEOTEXTILE
/
80'
/
1�--752I4'
/
BEGIN PROJECT 17BP.7.C.11
-L- STA. 12 + 40.00 1
< SHERATON PARK v ro
/ ORS. LLC OB 589 o /
� DB 5895 PG 1661 '� \
EXI ING R/W _ W
1---t—i�-
72-CHL 3 SEW i ,. �'/
+45
3 f'
\ I
I GATE
ODS \� I
—�?' � —�-1=s—ate— _ �•
-1 s Br / � 7—
EXISTING R/W
18' RCPI
_ + —
/
r
N i
'
m
cz�AD
j
2 / ,�/�+45
�� / /
/ -'-WOODS,--,
TO RANDLEMAN RD.,
/ CL STA. 13 + 15 -L-_ .-
(SR 1007) , i / JU Ck ELEV. = 763.80'
6824 PC0552 2-102" CAPS
b/ / / / Z --W/HEADWALL,
,\b / / ENDWALL, SILLS
/1b'j / / / / SKEW=120° +45
% BSET EL 764A�R E / / 80'
NAI
3
GREU, L-3 — —,
OUTLET CHANNEL SECTION
SEE DETAIL I
EST 70 ESTOSY GEOTEXTINE S CLASS 11 RIP RAP
1bo /
0.1 —1
NOTES: ANY DEVIATION FROM OPTIONS GIVEN WILL
REQUIRE PRIOR APPROVAL BY ENGINEER.
20 10 0 20 40 1 PW SHEET NO.
GRAPHIC SCALE
\ \ \ \ PRELIMINARY PLANS
\ \ � ^ \- DO NOT USE FOR CONSTRUCTION
\ \ ` INCOMPLETE PLANS
\
"-TI-4 TI-5\`:6 DO NOT USE MR R/W ACQUISITION
�\ \
DOCUMENT NOT CONSIDERED FINAL
TI-3 �V TI�� UNLESS ALL SIGNATURES COMPLETED
y/ //
6.
PODS
/
/
/ / / / ZIUIL 1,
/
/
/
+ 90
Tf 763.02'
S
� 8' DIP
N 36'36'3
INV Iy
�u'TL(NW)=756.62'
(SE)=757.75'
/
/ / 41.33'
30'*
/
/ EXISTING R/W
(E. SHERATON PAR ROAD) 2 ST x L2 s 8450' 36.9' —�—
EIP
4 / /
EXISTING R/W
C-DAVIS
8 REMOVE / / / 1 I WOODS MILL RD/
75236- EX.2-84" (SR 3433)
/ \ END PROJECT 17BP.7.C.11
CMPs I / M� // A 1 � 1 I -L- STA. 14 + 00.00
V + EX. INV=752.66' / /If / \ N
T2-9 / O
BARRY W &
TT2-7 \ \ \ ILINNIE L.VICKREY \
o°' o \ DB 61513 PG 803
+93 •�/ / �• .. T2-6 I \ \ \ \P\64 PG 120 \
97' .
T2-12 �' T2-10/ / ��♦ T2-5 I \ \ \
I" �T2-13 VT2-11 / 6 / ♦ \ �O I S
�T2-3� \ � \
T2-14 / b`ti er
1 \
/ / /------- \ T2-2 I \
SR 3426
Temporary Roc
SiltCheck Type A
NOTE:
PLACE TEMPORARY ROCK SEDIMENT DAMS TYPE - B
NOTE:
PERIMETER EROSION CONTROL MEASURES SHALL BE
AND TEMPORARY ROCK SILT CHECKS TYPE - A AT
INSTALLED DURING CLEARING AND GRUBBING PHASE.
weir height
ENVIRONMENTALLY SENSITIVE AREA
DRAINAGE OUTLETS.
SEE PROJECT SPECIAL PROVISIONS
NOTE:
NOTE:
UTILIZE TEMPORARY SEDIMENT BASIN OR SPECIAL STILLING
BASIN(S)AS STILLING BASIN WHERE APPLICABLE.
ALL EROSION CONTROL DEVICES SHOWN ARE
LOCATED WITHIN EXISTING RAW OR EASEMENT.
DISTURBED
SFREA
CLEARING AND GRUBBING
EROSION CONTROL FOR
CONSTRUCTION SHEET 4

BEGIN PROJECT 17BP.7.C.11
-L- STA. 12 + 40.00
3 '
N
o
K v ro
C o 0
I N
—
—
—T FO— —
— — —
5rE
L/
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Pig
CONSTRUCTION SEQUENCE
N 0
YES WL UTILITIES EXP, LLC
OB 7378 PO 1000
INLET CHANNEL SECTION
SEE DETAIL
EST 50 TONS CLASS II RIP RAP
EST 50 SY GEOTEXTILE
EX. INV=752.14'
72- CHL 3 SEW
I � X
I
\"IA
w00� DSe)0DS \ o\i /
— — — \ el
GREU LtI
-
C/
— T
F —
3
WOODS
RD 4 CL STA. 13 + 15 -L-
OB62BROWN
O CL ELEV. = 763.80' /
84 C 2 2-102" CAPS
W/HEADWALL,
ENDWALL, SILLS
SKEW=120°
TREE
IMPERVIOUS
DIKE 2
co
i
Fn
x I N
I'' b
k L V
EX. INV=
752.36'
TI 4 TI 5 m TI-6
`•
EX. INV=754.36'
••
��.
�•�
TI-I
EX. INV=754.63'
,� ...„ _ •— •—'•
/ TI-3 TI-2
x
�y
a.
0/0
E.
CS v/ to IMPERVIOUS WOODS
DIKE 1
EX. INV=752.1
TOP-763.02' SS
J
INV INV (SE)=757.75
B' DIP /
�1
INV (NW)=756.62'
/
(OU,T
7L7v� I­,,�
F ER OF IC AR I _
— —
— T F 0 —
— G1FEU TL3
SR 3426
(E. SHERATON PARK ROAD) 22' ST
x L2 s s4 5a.
oD
k
\
O ?*
k
_
—
GRECr TLC-
— —
GRAV
�-
F
F
i
4
zj__Zg
REMOVE i
woods
EX. 2-84" /
END
PROJECT 17BP.7.C.11
CMPs I '?
STA. 14 + 00.00
-L-
EX. INV=752.66'
/
411 / O T2-9
O¢'pSQp + CMp l BARRY W &
•IT2-8 / T2-7 LINNIE L. VICKREY
Ileo DB 6513 PO 803
- .'••�• / /•'���. 1T2-6 PB 164 PO 120
T-In `
1. INSTALL TEMPORARY SEDIMENT CONTROL DEVICES: PERIMETER EROSION CONTROL, SAFETY FENCING, AND JURISDICTIONAL FLAGGING.
2. INSTALL SPECIAL STILLING BASIN (DE -WATERING BAG) AND TEMPORARY STABILIZED OUTLET(S) AT THE DOWNSTREAM END OF THE WORKING AREA.
REFER TO STD. DRAWING 1630.06.
3. INSTALL CLEAN WATER PUMP -AROUND PUMP(S) AND TEMPORARY FLEXIBLE HOSE(S).
4. INSTALL UPSTREAM IMPERVIOUS DIKE(S) AND BEGIN PUMPING (CLEAN WATER EFFLUENT) DOWNSTREAM TO TEMPORARY STABILIZED OUTLET.
5. INSTALL DOWNSTREAM IMPERVIOUS DIKE(S), DE -WATERING PUMP(S), AND TEMPORARY FLEXIBLE HOSE(S).
6. DE -WATER THE WORKING AREA, AS NEEDED FOR CONSTRUCTION, INTO THE SPECIAL STILLING BASIN AND TEMPORARY STABILIZED OUTLET.
7. PERFORM REQUIRED EXCAVATION FOR PROPOSED CULVERT(S) INCLUDING REMOVAL OF EXISTING CULVERT(S).
8. CONSTRUCT PROPOSED CULVERT(S), HEADWALL & ENDWALL (AS REQUIRED BY PLANS), BACKFILL, CHANNEL IMPROVEMENTS, AND PROPOSED ROADWAY PER
PLANS.
9. UPON COMPLETION OF WORK, REMOVE ANY SEDIMENT ACCUMULATION BEHIND IMPERVIOUS DIKES.
10. REMOVE DOWNSTREAM, THEN UPSTREAM DIKE(S), ALL PUMPS, HOSES, AND STABILIZED OUTLETS. ALLOW FLOW THROUGH NEWLY CONSTRUCTED
CULVERT(S).
11. PREPARE AND STABILIZE SLOPES AND ALL OTHER DISTURBED AREAS. AREAS WITHIN JURISDICTIONAL WATERS SHALL BE RESTORED TO THE PRE -PROJECT
CONDITIONS.
12 UPON STABILIZATION OF ALL DISTURBED AREAS, REMOVE ALL TEMPORARY SEDIMENT CONTROL DEVICES.
PROJECT REFERENCE NO.
SHEET NO.
17BP.7.C.//
EC-4A/CON.
RM SHEET NO.
PRELIMINARY FLANS
DO NOT USE FOR CONSTRUCTION
INCOMPLETE PLANS
DO NOT USE FOR R/ W ACOUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
20 10 0 20 40
GRAPHIC SCALE
NOTES:
1. ALL CULVERT AND CHANNEL WORK INVOLVING
EXCAVATION SHALL BE PERFORMED IN DRY CONDITIONS
OR IN CHANNEL SECTIONS ISOLATED BY IMPERVIOUS
DIKES AND KEPT DE -WATERED.
2. IMPERVIOUS DIKES SHALL BE CONSTRUCTED TO ISOLATE
THE IN -STREAM WORKING AREA AND SHALL NOT PERMIT
SEEPAGE OF WATER INTO THE CONSTRUCTION SITE OR
CONTRIBUTE TO SILTATION OF THE STREAM. IMPERVIOUS
DIKES SHALL BE CONSTRUCTED OF AN ACCEPTABLE
MATERIAL, IN LOCATIONS NOTED ON THE PLANS OR AS
DIRECTED, AND IN SUCH A MANNER APPROVED BY THE
RESIDENT ENGINEER.
NOTE:
ALL EROSION CONTROL DEVICES SHOWN ARE
LOCATED WITHIN EXISTING RW OR EASEMENT.

PROJECT REFERENCE NO. I SHEET NO.
z
0
ru
N 0 �
\ YES WL UTILITIES EXP, LLC `
DB 7378 PG 1000
00 Q
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I
BEGIN PROJECT 17BP.7.C.11
/ � / % —L— STA. 12 + 40.00 �I
0 N
S5NI4HERATON PARK Q ono \
IOBE5895 PIG.1661 ^'
EXI ING R/W Wi
-L-
INLET CHANNEL SECTION
SEE DETAIL
EST 50 TONS CLASS II RIP RAP
EST 50 SY GEOTEXTILE
72' CHL 3 SBW i �'
+ 45
\ 30'
I GATE
I
18-RCP
S 8/' 09' 32.9' E L/ L
k
EX. INV=754.36' \
EX. INV=754.63'
+90
80'
�X
GREU
m
-
0
0
0
a
o
2i — — + 45 F
EXISTING R/W 30'
WOODS
TO RANDLEMAN RD
(SR 1007)
-w
mBM'I EL = 764.69'
NAIL SET 18" POPLAR TREE
(:D CL STA. 13 + 15 —L—
WN CL ELEV. = 763.80'
GBS 8124 PGG552 2-102" CAPS
W/HEADWALL,
ENDWALL, SILLS
SKEW=1200 +45
NOTES: ANY DEVIATION FROM OPTIONS GIVEN WILL
REQUIRE PRIOR APPROVAL BY ENGINEER.
ADDITIONAL EROSION CONTROL DEVICES MAY
NEED TO BE INSTALLED AS DIRECTED BY THE
ENGINEER.
OUTLET CHANNEL SECTION
SEE DETAIL I
EST 70 TONS CLASS II RIP RAP
EST 70 SY GEOTEXTILEll
T2-I
+ 90
30'
20 10 0 20 40
GRAPHIC SCALE
Ln
TI-4 TI-5 TI-6
_
TI-3 T TI-2 • _
I PW SHEET NO.
PRELIIMINo
DO NOT USE FRUMON
RY STPLANS
INCOMPLE
PLANS
DO NOT USE FOR
/E
W ACOUI8ITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
L(SE)=757.75'
WOODSSOIL• SS / / N 36433''3365 8' DIP I / EXISTING R/W
/ 1
iR 3426 (E. SHERATON PARK ROAD) 22' ST k L2 S 84'50'36.9-E —�—
m
k
T— _ — — — --- T
/ EIP
1 1 4 �� EXISTING R/W
+ 56— .. I I —M
30' �/ TO DAVIS
REMOVE / / WOODS MILL RD
75z 36 EX. 2-84" �i �/ END PROJECT 17BP.7.C.11 (SR 3433)
CMPS I �? �/ —L— STA. 14 + 00.00 low
V+ EX. INV=752.66'
T2-9
oepypo . OMp l / BARRY W &
T2-7 LINNIE L. VICKREY
op o •' T2-8 \ / DB 6513 PG 803
�40 + 9 3 •�� / /'••�•, T2-6 PB 164 PG 120
97' �
T2 12 �` T2 10 •�� T2-5
i.•`•• .2-4 F
� ��13 `�'T2-II 6
T2 3 \
/ T2-14
/' • ••`
T2-IS '•�
T2-2.
•` 6G ON
UE
F • ,.T2-1
I
VRCV ��-J
NOTE: Place Matting for Erosion Control
ALL EROSION CONTROL DEVICES SHOWN ARE on Slope as Work Allows.
LOCATED WITHIN EXISTING RW OR EASEMENT. Sta. 12+40 t0 Sta. 14+00
FINAL EROSION CONTROL
FOR CONSTRUCTION
SHEET 4