20181318 Ver 1_W-5601R_EC_Plans_9/28/2018 2:12 PM

5
4
6 7 8
18" RCPTO
CHERRYV
ILLE
NC
274
NC 274
TO BESSEM ER CITY
Long CreekDam
Creek
Long
VICIN ITY M AP N O T TO SCALE
LIM ITS
PRO JECT
NC 274 -L-
-Y- 40
4
1
RSLONG CREEK300:1 FULL SIZE
PLO T IN LO CATIO N W O RKSPACE
-L- POT STA. 12+00.00
BEGIN TIP PROJECT W -5601R
-L- POT STA. 62+00.00
BEGIN TIP PROJECT W -5601R

GRAPH IC SCALE
PLAN S
PRO FILE (HO RIZO N TAL)
PRO FILE (VERTICAL)
STATE STATE PROJECT REFERENCE NO.
STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION
NO.
TOTAL
SHEETS
N.C.
SHEET

DIVISION OF HIGHWAYS
D IVISION OF H IGH W AYS
STATE OF NORTH CAROLINA
STATE OF NORTH CAROLINA
25-SEP-2018 13:34R:\Environmental\Design\W-5601R_EC_dsn_EC-1.dgn$$$$USERNAME$$$$0
0
0
ROAD SID E ENVIRONM ENTAL U NIT
PLAN FOR PROPOSED
HIGHWAY EROSION CONTROL
EROSION AND SEDIMENT CONTROL MEASURES
CO N STRU CTIO N.
G RU BBIN G PH ASE O F
FO R CLEARING AN D
ERO SIO N CO NTRO L PLANS
TH IS PRO JECT CO NTAINS
Temporary Silt Ditch
Temporary Silt Fence
Silt Basin Type B
Stilling Basin
TDTemporary Diversion
Temporary Rock Silt Check Type-B
Temporary Rock Silt Check Type-A
Temporary Rock Sediment Dam Type-A
Temporary Rock Sediment Dam Type-B
Type A
Type B
Type C
A
B
C
Temporary Silt Fence
TSD
Std. #Description Symbol

Temporary Berms and Slope Drains
Rock Inlet Sediment Trap:
1630.03
1630.05
1605.01
1622.01
1633.01
1634.01
1634.02
1635.01
1635.02
1630.04
1632.01
1632.02
1632.03
Rock Pipe Inlet Sediment Trap Type-A
Rock Pipe Inlet Sediment Trap Type-B
Tem porary Rock Sedim ent D am Type A
Tem porary Rock Sedim ent D am Type B
Tem porary Silt Fence
Roadway Standard D rawings

The following roadway english standards as appear in "Roadway Standard D rawings"- Roadway D esign
revison thereto are applicable to this project and by reference hereby are considered a part of
these plans.
Rock Pipe Inlet Sedim ent Trap Type A
EC-1
1606.01 Special Sediment Control Fence
1634.01
1634.02
1635.01
1605.01
1630.01
Tem porary Berm s and Slope D rains
1606.01
1622.01
Special Sedim ent Control Fence
Riser BasinTIP PROJECT: W-5601RW-5601R
1635.02 Rock Pipe Inlet Sedim ent Trap Type B
1604.01 Railroad Erosion Control D etail
1607.01 G ravel Construction Entrance
Skimmer Basin

Tiered Skimmer Basin
Infiltration Basin
Special Stilling Basin1630.06
Temporary Rock Silt Check Type-A with
Matting and Polyacrylamide (PAM)
Wattle/Coir Fiber Wattle
Wattle/Coir Fiber Wattle
with Polyacrylamide (PAM)
1630.02
1633.02
NATU RAL RESOU RCES D IVISION OF W ATER QU ALITY.
ISSU ED BY TH E NORTH CAROLINA D EPARTM ENT OF ENVIRONM ENT AND
NCG-010000 GENERAL CONSTRU CTION PERM IT EFFECTIVE AUGUST 3, 2011
W ITH TH E REGU LATIONS SET FORTH BY TH E
TH ESE EROSION AND SED IM ENT CONTROL PLANS COM PLY
U nit - N. C. D epartm ent of Transportation - Raleigh, N. C., dated January 2012 and the latest
1630.05 Tem porary D iversion
1630.04 Stilling Basin
1630.03 Tem porary Silt D itch
1630.02 Silt Basin Type B
1630.06 Special Stilling Basin
1631.01 M atting Installation
1632.02
1632.01
Rock Inlet Sedim ent Trap Type B
Rock Inlet Sedim ent Trap Type A
1632.03 Rock Inlet Sedim ent Trap Type C
1633.01
1633.02 Tem porary Rock Silt Check Type B
Tem porary Rock Silt Check Type A
1640.01 Coir Fiber Baffle
1645.01 Tem porary Stream Crossing
EW
CFW
Prepared in the Office of:
ROAD SID E ENVIRONM ENTAL U N IT
R aleigh, N C 27611
1 S outh W ilm ington S t.
2012 STAND ARD SPECIFICATIONS
NAM E LEVEL III CERTIFICATION NO.
Designed by:
B.K . SOW ELL 3436
1403
1405 1404
1443
1405
274(

HYDRAULICSROADWAY DESIGN
EN GIN EER ENG IN EER
R/W SHEET N O .
SHEET NO .PRO JECT REFEREN CE NO .
EC-2
HYDRAULICSROADWAY DESIGN
EN GIN EER ENG IN EER
R/W SHEET N O .
SHEET NO .PRO JECT REFEREN CE NO .
W-5601R
NOT TO SCALE
TEMPORARY ROCK SILT CHECK TYPE 'A' WITH
EXCELSIOR MATTING AND POLYACRYLAMIDE (PAM)

FLOW
A A
WIDTH
PLAN
SECTION A-A
SECTION B-B
B
B
2/3 CHANNEL
STRUCTURAL STONE
SEDIMENT CONTROL STONE
12"
MATTING
EXCELSIOR
MATTING
EXCELSIOR
CLASS B STONE
PAM
INSET A
See Inset A
USE EXCELSIOR FOR MATTING MATERIAL AND ANCHOR
MATTING SECTION AT TOP AND BOTTOM WITH CLASS B STONE.
TO TOP OF MATTING SECTION AND AFTER EVERY RAINFALL
EVENT THAT EQUALS OR EXCEEDS 0.50 INCHES.
MATTING
EXCELSIOR
CLASS B STONE
TO BE APPLIED TO EACH ROCK SILT CHECK.
MATERIAL, AND ANALYZE FOR APPROPRIATE PAM FLOCCULANT
A SOIL SAMPLE FROM PROJECT LOCATION, AND FROM OFFSITE
PRIOR TO POLYACRYLAMIDE (PAM) APPLICATION, OBTAIN
INITIALLY APPLY 4 OUNCES OF POLYACRYLAMIDE (PAM)
(4 OZ.)
H = 2' MIN
1' MIN
1' MIN
ACCORDANCE WITH ROADWAY STANDARD DRAWING NO. 1633.01.
INSTALL TEMPORARY ROCK SILT CHECK TYPE A IN
NOTES:
HYDRAULICSROADWAY DESIGN
EN GIN EER ENG IN EER
R/W SHEET N O .
SHEET NO .PRO JECT REFEREN CE NO .
EC-2A
SKIM M ER BASIN W ITH BAFFLES DETAIL
REINFORCEMENT BAR
#10 STEEL
12"
1"
24"
4"
1"
STAPLE
1" (nominal)
DIAMETER BEND
4"
WOODEN STAKE
2" x 2" (nominal)
12-24"
1-2"
1-2"
ANCHOR OPTIONS
COIR FIBER MAT
HYDRAULICSROADWAY DESIGN
EN GIN EER ENG IN EER
R/W SHEET N O .
SHEET NO .PRO JECT REFEREN CE NO .
W-5601R
NOT TO SCALE

1/4L
1/2L

EARTH DIKE
M ATERIAL
UNCLASSIFIED EARTHDDW
W D3/4L DDDD
D
D
STEEL POSTSDD COIR FIBER M AT
COIR FIBER M AT
L = 3W
DDDDM IN.
ROPE
PERM ANENT DITCH
TEM PORARY OR
D
M IN.DDM ATERIAL
UNCLASSIFIED EARTH
MIN.M IN.DDD2:1 (MI
N.)
1.
5:
1 (MI
N.)1.5:1 (MIN.)STEEL POSTS (QUANTITY VAR.)SKIM M ER (SIZE VAR.)
1.5:1 (M IN.)
STONE PAD
PIPE (12 IN.)
PLASTIC SLOPE DRAIN
1'
1.5'
4' (M AX.)
4'
1'
9' (M IN.)
6' (M IN.)
2' (M IN.)
1' (M IN.)
4' (M IN.)
(M IN.)
6 IN.
3'
2'
4'
1' (M IN.)
1').NIM( '64 IN. (M IN.)
(M IN.)
OVERLAP
18 IN.
CLASS B STONE PAD (4' x 4' x 1' M IN.)D1' (M IN.)DVARIABLE
(SEE ROADW AY STD. DW G. NO. 1640.01)
COIR FIBER BAFFLE
W ITH M INIM UM W IDTH OF 6 IN.
PLACE SEALANT AROUND BARREL PIPE
GEOTEXTILE
SOIL STABILIZATION
GEOTEXTILE
SOIL STABILIZATION
GEOTEXTILE
SOIL STABILIZATION
NATURAL GROUND
PRIM ARY SPILLW AY
2:1 (MI
N.)12"
M AX.
COUPLING
RIGID
M AX.
4"
OR STAPLE
M ETAL POST
W OOD STAKE,
NOTES
6. SOIL STABILIZATION GEOTEXTILE FOR PRIMARY SPILLWAY SHALL BE ONE CONTINUOUS PIECE OF MATERIAL OR OVERLAPPED 18 IN. (MIN.).
5. PLASTIC SLOPE DRAIN PIPE AT INLET OF BASIN MAY BE REPLACED BY FILTRATION GEOTEXTILE OR TARP AS DIRECTED.
4. DETERMINE PRIMARY SPILLWAY WEIR LENGTH (FT.) USING Q/0.8, WHERE Q IS FLOW RATE (CFS) INTO BASIN.
3. FOR BASIN DEPTH OF 3 FT., THE MINIMUM BASIN WIDTH SHALL BE 9 FT.
2. LIMIT EARTH DIKE HEIGHT TO 5 FT.
1. SEED AND PLACE MATTING FOR EROSION CONTROL ON INTERIOR AND EXTERIOR SIDESLOPES.
HYDRAULICSROADWAY DESIGN
EN GIN EER ENG IN EER
R/W SHEET N O .
SHEET NO .PRO JECT REFEREN CE NO .

1/4L
1/2L

EARTH BERM
LEVEL
NATURAL GROUND
M ATERIAL
UNCLASSIFIED EARTH
DDDW
W
3'D3/4L
DDD
D
D
STEEL POSTS
2'DDREINFORCEMENT BAR
#10 STEEL
12"
1"
24"
4"
1"
STAPLE
1" (nominal)
DIAMETER BEND
4"
WOODEN STAKE
2" x 2" (nominal)
12-24"
1-2"
1-2"
ANCHOR OPTIONS
COIR FIBER MAT
D
COIR FIBER M AT
IN FILTRATIO N BASIN W ITH BAFFLES DETAIL
D
2:12:12:1
L = 3WD DHYDRAULICSROADWAY DESIGN
EN GIN EER ENG IN EER
R/W SHEET N O .
SHEET NO .PRO JECT REFEREN CE NO .DCOIR FIBER M ATDPERMANENT DITCH
TEM PORARY OR D
DDD4' (M AX.)2:1 (MI
N.)
4' (M IN.)
NOT TO SCALE1.5:1 (MAX.)STEEL POSTS (QUANTITY VAR.)
9' (M IN.)
6' (M IN.)
2' (M IN.)
1' (M IN.)
1' (M IN.)
1.
5:
1 (MAX.)
1' (M IN.)
EC-2BW-5601R
GEOTEXTILE
SOIL STABILIZATION
GEOTEXTILE
SOIL STABILIZATION
GEOTEXTILE
SOIL STABILIZATION
(SEE ROADW AY STD. DW G. NO. 1640.01)
COIR FIBER BAFFLE
PRIM ARY SPILLW AY
NOTES
5. DETERMINE PRIMARY SPILLWAY LENGTH (FT.) USING Q/0.8, WHERE Q IS FLOW RATE (CFS) INTO BASIN.
4. FOR BASIN DEPTH OF 3 FT., THE MINIMUM BASIN WIDTH SHALL BE 9 FT.
3. AVOID COMPACTING BOTTOM OF BASIN.
2. LIMIT EARTH BERM HEIGHT TO 3 FT.
1. DO NOT EXCAVATE BELOW WATER TABLE.

SHEET N O .PRO JECT REFERENCE N O .
W-5601R EC-3
DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
SOIL STABILIZATIO N SU M M ARY SH EET
HYDRAULICSROADWAY DESIG N
ENG INEER EN GIN EER
4
SUBTOTAL
MISCELLANEOUS MATTING TO BE INSTALLED AS DIRECTED BY THE ENGINEER
TOTAL
SAY
SIDESTATION
TO
STATION
FROM
LINESHEET NO.
CONST
ESTIMATE (SY)STATION
TO
SIDESTATION
FROM
LINE
SHEET NO.
CONST
ESTIMATE (SY)
M ATTIN G FOR ERO SION CO N TRO L PERM AN ENT SOIL REIN FORCEM EN T M AT
4
SUBTO TAL
TOTAL
SAY
ADDITIONAL PSRM TO BE INSTALLED
4
-l-13+00 15+00 lt 429
-l-16+00 20+50 lt 370
-l-27+00 29+00 lt 1345
-l-56+50 60+00 rt 2457
-l-18+50 24+00 lt 580
-l-26+73 31+40 rt 3455
-l-27+50 42+00 lt 715
-l-41+50 45+50 rt 2806
5 & 6
1920
200
2120
27502257
226
248 3
3200
-l-56+00 59+50 lt 2457
4 -l-14+50 15+50 rt 67
-l-20+50 29+00 rt 5675
-l-52+00 56+00 rt 2007

SHEET N O .PRO JECT REFERENCE N O .
DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
HYDRAULICSROADWAY DESIG N
ENG INEER EN GIN EER
W-5601R
SITE DESCRIPTION
SO IL STABILIZATIO N TIM EFRAM ES
STABILIZATION TIME
7 DAYS
TIMEFRAME EXCEPTIONS
PERIM ETER DIKES, SW ALES, DITCHES AND SLOPES
HIGH QUALITY W ATER (HQW ) 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 ALLOW ED.
NONE
SLOPES 3:1 OR FLATTER 14 DAYS
14 DAYS
7 DAYS FOR SLOPES GREATER THAN 50' IN
LENGTH.
ALL OTHER AREAS W ITH SLOPES FLATTER THAN 4:1 NONE, EXCEPT FOR PERIM ETERS AND HQW ZONES.
EC-3A
O utlet
Pipe or Ditch
Scour Hole (PSH)
Square Preform ed
D
PSRM
M IN. 1' TUCK
W ITH NATURAL GRO UND
IN STALL LEVEL AND FLUSH
W ITH GEO TEXTILE
LIN ER: CLASS B RIPRAP
Slope
Fill
SEE DETAIL 9
LATERAL Base DITCH
SEE DETAIL 10
LATERAL Base DITCH
Slope
Fill
GEO TEXTILE
SEE DETAIL 9
LATERAL Base Ditch
LOWER
BANKFULL OR SLIGHTLY
ELEVATION EQUAL TO
MINIMUM OF AT AN
KEY IN VANE TO BANK
ROCK
FOOTER
ROCK
HEADER
DIRECTION OF ENGINEER
POOL EXCAVATED PER
#57 STONE
BACKFILL, TYP.
#57 STONE
BANKFULL
SIGNIFICANT SPACES
NOT BE GAPPED OR HAVE ANY
ROCKS IN VANE ARM SHOULD
ROCKS
FOOTER
ROCKS
HEADER
BED
BANKFULL ELEVATION
TIE VANE ARM INTO
BACKFILL, TYP.
#57 STONE EXCAVATED POOL
BED
ELEVATION
SEE PROFILE FOR
HEADER ROCK, TYP.
CONSTRUCTION
FOR ROCK CROSS VANE
EXCAVATED TRENCH
GEOTEXTILE
GEOTEXTILE
GEOTEXTILE
HYDRAULICSROADWAY DESIGN
ENG INEER EN GIN EER
R/W SHEET NO .
SHEET N O .PRO JECT REFERENCE N O .25-SEP-2018 15:49R:\Environmental\Design\W-5601R_Rdy_psh_EC-4.dgn$$$$USERNAME$$$$8/17/99DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
MATCH LINE -L- STA 23+00SEE SHEET 5W-5601R EC-04/CONST.04
N O TE:
PLACE TEM PO RARY RO CK SEDIM EN T DAM S TYPE - B
DRAIN AG E O UTLETS.
AN D TEM PO RARY RO CK SILT CHECKS TYPE - A AT
INSTALLED DURIN G CLEARIN G AND G RUBBIN G PHASE.
PERIM ETER ERO SIO N CO N TRO L M EASURES SHALL BE
N O TE:
CLEARING & GRUBBING PHASE
IN STALL DRIVEW AY PIPE DURIN G
SEE PRO JECT SPECIAL PRO VISIO N S
EN VIRO N M EN TALLY SEN SITIVE AREA
ID 4.1F
8 ft. weir
O rifice Diam eter
with 1.250 inch
1.5 inch Skim m er
100 x 20 x 3762
762
764
764
76476
4
764764764764764764764766
766
766 766766766
76676676676676676676676
67667
68768
768768 768768768
768768768
768
768
768768768768768768768768768 768768768768768
768768770
770
770
7707707
7
0
7
7
0770770770770770770
770
770770770770
7707
7
0770770770770770770770770770770
7
7
0
770
7707707707707707707707707
7
0770
772772772772
772
7727727727
7
2
7727727
7
2
7727727727727727727
7
2
774774774774
774
7
7
4
774774774774
7
7
4
7747747747747747747747
7
4
7767
7
6
776
7
7
6
7767
7
6
776
776 776776 776776776778778778
778
778
778
778
7787787787787807807807807
8
0
780
7
8
0
780
7
8
0
7
8
0
780
780
780
780780780780780
780
782782782
782
782
782
7
8
2
782782
784784784
784
7
8
4
784
784786786786786786 786
7887887
8
8
788
788788
7
9
0
7
9
0
7
9
0
790
790
7907
9
0
7
9
0
790790
7
9
2
792
7927
9
2
792
7
9
4
794
794
7
9
4
794
7
9
6
7967
9
6
796
796
7
9
8
798
7
9
8
798
7988008
0
0
800
8
0
0
8
0
0
8
0
0
8
0
0
800
800
8
0
2
802
8
0
2
802
802
8
0
4
8
0
4
8
0
4
804
8
0
6
8
0
6
8
0
6
806
8
0
8
8
0
8
808808810810
810
810
8108108108
1
0
810
8
12
812
8
1
2
812
8
14
814
8
14
814
816
816816816
816
818
818818
818820820820820820820820
820822822822822
824
824824824
826
8
2
6
826826
828
8288288288
3
0
830830
830830830830
8
3
2
8328328
3
4
8348348
3
6
836
836838
838
838840
840
840840
840840
840
842
842
8
4
2
842
844
844
844 844846
846
846
848
848848850
850
850 850 850852
852
854 854856
858
8
60
860862864
EX ISTING R/W
EX ISTING R/W
EXISTING R/W
EX ISTING R/W
GRAVEL
15
" CMP
19' PAVEDNC 274
CO NC CU LV
19' PAVED
NC 274
GRAVEL
LONG
C
R
E
E
K
W OODS GRAVELEXISTING R/W
E
X
IST
IN
G
R
/
W NAD 83/95NC GRID4S
BW
4SBW30.00'39.00'PASTURE
LAWN
W OODS
W OODS
1 SFD
PASTURE
W OODS
33.05'24" 24"
24" 2GI
406A
406B
406C
405404403
402
401
PSH
AA
W
PLAN VIEW
SECTIO N A-A
(4'm in typ.)
Perm anent Soil Reinforcem ent
m atting (PSRM )
Seed with native
grasses at installation.
PREFO RM ED SCO UR HO LE
STA. 17+00 -L- (RT)
*N O T TO SCALE
BFILL SLOPE2:1
2:1PIPE (d = 15" O R 18")
INFLO W
3/08
W = 4'
D= 1'
B= 4'
not shown for clarity)
(Rip Rap in basin
G RO UND
N ATURAL
15" RCP-IV
1
5"
R
C
P
-IV

TB2GI
TB2G I
TB2G I
TB2GI
407
15" RCP-IV 15"( Not to Scale)
2:1
2:1D
B
b
LATERAL BASE DITCH
1"/Ft.
FRO M STA. 13+00 TO STA. 14+20 -L- (LT)
DETAIL 9
b= 2 Ft.
B= 4 Ft.
M in. D= 1.4 Ft.
Ground
Natural
( Not to Scale)
LATERAL BASE DITCH
2:1D
B
b
d
2:1 1"/Ft.
FRO M 14+20 STA. TO STA. 15+00 -L- (LT)
DETAIL 10
b= 2 Ft.
B= 4 Ft.
M ax. d= 1 Ft.
M in. D= 1.4 Ft.
*W hen B is < 6.0'
Type of Liner=CLASS B Rip-Rap Est.Q ty. 35 Tons
Ground
N atural
GeotextileFab. Est.Q ty. 78 sq.yds.
FRO M STA. 16+50 TO STA. 18+40 -L- (LT)
EST. DDE 50 CY
EST. DDE 280 CY
101520-
L-
P
OT
10
+
0
0.0
0
-
L-
P
C
13
+
7
6.9
0 -L- PT 16+75.23-L- PC 20+41.57BE
GI
N CONS
T
RUCTI
ON-
L-
P
OT
1 1
+
5
0.0
0
CHAN N EL CHANG E
DETAIL 3
CHAN N EL CHANG E
DETAIL 3
FRO M STA. 14+00 TO STA. 16+00 -L- (RT)
(only left side bench to be constructed, do not disturb existing stream bed or right hand bank)
FRO M STA. 16+00 TO STA. 16+75 -L- (RT)
no work will be done on the right bank through this section.)
(left side bench to be tapered to tie into the confluence with Long Creek,
DO W N STREAM FRO M STA. 13+00 to 14+00 -L- (RT)
(Excavated areas will be ripped and disked prior to planting of the site if needed.)
Fill Slope
Proposed
b= 8 Ft.
B= 3 Ft.
D= 2 Ft.
( N ot to Scale)( N ot to Scale)
b
D
B
G round
N atural
2:1
varies
30' W O O DED BUFFERVAR. 10' TO 30' W O O DED BUFFER
Ground
Natural
2:1
GEO TEXTILE2:12:1b
{FLOW
A
A
30°
20° TO
BANKFULLBANKFULLWIDTH
BANKFULL
1/3
WIDTH
BANKFULL
1/3
WIDTH
BANKFULL
1/3
BBFLOW
{
FLOW{
HEIGHT LENGTH WIDTHSTATION

POOL

4% TO 10% SLOPE
BOULDER DIMENSIONS (FT)
MINIMUM
2'
MINIMUM
2'PLAN VIEW
SECTION B-B
SECTION A-A
5) POOL DEPTH SHOULD BE 2 TO 3 TIMES BANKFULL DEPTH.
DIRECTION OF THE ENGINEER.
4) COMPACT BACKFILL TO EXTENT POSSIBLE OR AT THE
BETWEEN HEADERS AND FOOTERS.
3) CLASS "A" STONE CAN BE USED TO REDUCE VOIDS
2) DO NOT EXCAVATE POOL TOO CLOSE TO FOOTER BOULDERS.
VANE ARM TIES INTO BANKFULL.
1) DEEPEST PART OF POOL TO BE IN LINE WITH WHERE
NOTES:
ROCK CROSS VANE DETAIL
NOT TO SCALE
OF THE FOOTER ROCK
A MINIMUM OF 1/3 WIDTH
SET HEADER ROCK BACK

Type of Liner= CO IR-FIBER M ATTING , EST. 334 SQ FT.
Exist. Channel
65', 80'
+76.96
+75.23
80.00'
80.00'
+94.00
+00
97.00'
+21.00
65.00', 90.00'F
F
F
F
F
F
F
F
F
FF
F
F
FFFFF
FFFFF
F
FF
FF
F
C
C
C
C
C
CCC
C
CCCC
C
C
C C
F
SEE DETAIL 2
CUT DITCH
Slope
Ditch
Front
REM O VE 107' O F 18" CM P
REM OVE 46' OF 15" RCP
Slope
Fill
Geotextile
SEE DETAIL 1
W ITH RIPRAP
LATERAL "V" DITCH
SEE DETAIL 5
LATERAL BASE DITCH
Slope
Ditch
Front
SEE DETAIL 7
SPECIAL CUT BASE DITCH
Slope
Fill
G EO TEXTILE
REM O VE 55' O F 24" RCP
O F 15" RCP
REM O VE 30'
SEE DETAIL 7
SPECIAL CUT BASE DITCH
REVISIONS HYDRAULICSROADWAY DESIGN
ENG INEER EN GIN EER
R/W SHEET NO .
SHEET N O .PRO JECT REFERENCE N O .25-SEP-2018 15:53R:\Environmental\Design\W-5601R_Rdy_psh_EC-5.dgn$$$$USERNAME$$$$8/17/99DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
MATCH LINE -L- STA 23+00SEE SHEET 4MATCH LINE -L- STA 34+00SEE SHEET 6W-5601R EC-05/CONST.05
CLEARING & GRUBBING PHASE
IN STALL DRIVEW AY PIPE DURIN G
N O TE:
PLACE TEM PO RARY RO CK SEDIM EN T DAM S TYPE - B
DRAIN AG E O UTLETS.
AN D TEM PO RARY RO CK SILT CHECKS TYPE - A AT
IN STALLED DURIN G CLEARING AN D G RUBBIN G PHASE.
PERIM ETER ERO SIO N CO N TRO L M EASURES SHALL BE
N O TE:7707
7
2
772774
774774774774776
776
776
776776776
778
778
778
778778778780780780780780
780
780 7807
8
0
780
780
780780
782782 782782
782 782782782
784
784
784
784
784
784 784786786
786
786
786
786
786 786786788788
788 788788788
788
788
788 788790
790790790
790 790790790790790
790
790
790 790790
790790790790790
792 792792 792792792792
792
792792792
794
794
794 794794794794
794
794794794794796 796796
796
796796
796
796 796796796
7967
9
6
796796798 798798 798798798
798
7
98
798798798798
800 800
800 8008 0 0
800
800
8
0
0
8008008
0
0
800
800
800
800
800
8 0 0
800800800800800800802
802 802802
802802802
802
802
802802
802 802802804
804
804
804 8048
0
4
8048
04
804804804804
804806
806
806
8 068068
0
6
806806
806806806806 806806808808808 808808
808
808
808
808
808808810810
8108
10
810
8 10
810810810
810
810
810
810
810 810810812812812 812812
812
812 812814814 814814
814
814 814816816816 816818818818 818820820820
820 820820820822 822822824 824826826
826 826828828 828830830
830 830830832832 832834834834836836836836838838840
840
840840840
842 84284484618" CM P
24" RCPGRAVELG R A V E L
GRAPE VINESGRAVEL
6' CHL
BLK WALLNC 274
19' PAVED SHERW
OOD DRI
VE19' PAVEDNC 274
W OODS
WOODS
WOODS
CULTIVATED
CULTIVATED
1SFD 19' PA
V
EDSR
1
4
0
4
EXISTING R/WEXISTING R/WEX
IS
T
IN
G

R
/W
EX
IS
T
ING

R
/W
EXISTING R/W
NAD 83/95NC GRID4SBW30.00'
RUINS
RUINS
1SFBUS
BST
BST
18"
504
36" RCP-IV15"15" RCP-IV
TB2G I
TB2G I
502A
15"
2G I
18"
HW
2G I18"18"
DRAIN
GRADE TO
DRAIN
GRADE TO
506
507
800
801
802
803
18" CSP505
505A
C
Flatter2:1 or
D
( Not to Scale)
CUT DITCH
FRO M STA. 28+00 TO STA. 31+40 -L- (RT)
DETAIL 2
Ground
N atural
CL B RIP RAP
CL B RIP RAP
FRO M STA. 34+50 TO STA. 38+00 -L- (RT)
LATERAL 'V' DITCH
( Not to Scale)2:12:1
D
b
d
1"/Ft.
FRO M STA. 26+73 TO STA. 28+00 -L- (RT)
b= 2 Ft.
M ax. d= 1 Ft.
M in. D= 1 Ft.
DETAIL 1
Ground
Natural
FRO M STA. 27+50 TO STA. 29+50 -L- (LT)2:1D
B
( Not to Scale)
SPECIAL CUT BASE DITCH
Flatter4:1 or
FRO M STA. 29+50 TO STA. 42+00 -L- (LT)
DETAIL 7
B= 2 Ft.
M in. D= 1 Ft.
Ground
Natural
( N ot to Scale)
LATERAL BASE DITCH
2:1D
B
b
d
2:1 1"/Ft.
DETAIL 5
b= 2 Ft.
B= 5 Ft.
M ax. d= 2 Ft.
M in. D= 2 Ft.
*W hen B is < 6.0'
Ground
Natural
M in. D= 1 Ft.36" RCP-IV15"15" RCP-IV
CL I RIP RAP
TB2G I
502
501
501A
DRAIN
GRADE TO
EST. DDE 130 SY
EST. G EO . FAB. 1020 SF
EST. DDE 470 SY
EST. G EO . FAB. 3400 SF
Type of Liner= CLASS "B" Rip-Rap EST. 115 TO NS
Type of Liner= CLASS "B" Rip-Rap, EST. 380 TO NS 3:12530-L- PT 28+49.61
+10.00
60.00',70.00'
+30.00
50.00',70.00'
+32.00
65.00'+48.00
72.00'65.00'+52.00
ID 5.2 F
14 ft. weir
O rifice Diam eter
with 1.625 inch
2 inch Skim m er
88 x 44 x 3
ID 5.1F
Basin Detail)
(See Infiltration
4 ft. weir
40 x 20 x 3
1 ft. weir height
Silt Check Type A
Tem porary Rock
F
F
F
F
F
F
F
F
FF
F
F
F
F
FFF
C C C
C
C CCCC C
C CC
C
C
CC
C
C
CCCF
C
C
CCF
C
C
C
C
C
CC
REM O VE 21' O F 12"RCP
REM O VE 30' O F 12"RCP
REM O VE 25' O F 15"RCP
SEE DETAIL 7
SPECIAL CUT BASE DITCH
SEE DETAIL 2
CUT DITCH
REM O VE 30' O F 24"RCP
REM O VE 33' O F 15" RCP
REM O VE 27' O F 12" RCP
REM O VE 21' O F 12"RCP
REM O VE 30' O F 12"RCP
REM O VE 25' O F 15"RCP
SEE DETAIL 8
"V" DITCH
HYDRAULICSROADWAY DESIGN
ENG INEER EN GIN EER
R/W SHEET NO .
SHEET N O .PRO JECT REFERENCE N O .26-SEP-2018 07:44R:\Environmental\Design\W-5601R_Rdy_psh_EC-6.dgn$$$$USERNAME$$$$8/17/99DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
MATCH LINE -L- STA 34+00SEE SHEET 5MATCH LINE -L- STA 46+50SEE SHEET 7W-5601R EC-06/CONST.06
INSTALLED DURIN G CLEARIN G AND G RUBBIN G PHASE.
PERIM ETER ERO SIO N CO N TRO L M EASURES SHALL BE
N O TE:
B
1.0 ft. weir height
Silt Check Type A
Tem porary Rock
1.0 ft. weir height
Silt Check Type A
Tem porary Rock
796
796798
798
798798800
800
800
800800800800800800800802
8
0
2
802
802802802802804
804
804
804
8048048048048048
0
6
806
806
80
6
806806806806806806806808808
808
808
808
808
8
0
8808808808808808808810810810810810
810
810
810
810
810
810
810
810 810810
8108108108108108108108108108108108108128
1
2
812812
812
812
812
812
8
1
2
812812812812812812814814814814
814
8
1
4
8148148148148148148148148148148
16
816816816816
816
816
816
8168
1
6
8
16
816816816816816816818
818818818818818
818
8188
18
818
818
8
1
8
8188188188188188188188208208208208
2
0
8208208208208208
2
0
820
820
820
820
820820820
820
820
820
8208208208208208208208208208208208208228
2
2
822822
822822822
822
8
2
2
822822822822822822824824
8248248
2
4
824824
824
824824824824824826826
826826
826
826826
826
826826826826826826
828828
828828
8
2
8
8
2
8
828
8288288288288288
2
8
830830
830
8
3
0
830830830
8
3
0
830
8308
3
0
8308
3
0
830
8308308308308308308308308308
3
2
8328328
32
832
832
832832832832832834834 834
834
8
3
4
8
3
4
834834834834836836
836836836
836836836838838838838838838838
838
838
8408408408408408408408408408408408408408
4
0
8408
4
0
840
8428428428428428
4
2
842
844844844844
8
4
4
844
846846846846
846846
848848848848848
8508508508508508
5
0
850850850
850
852852852852852
85485485485685685886086086286824" RCP15" RCP
15" RCP
15" RCP
15" RCP GRAVEL15" R
C
P
CONC19' PAVED
NC 274
19' PAVED
NC 274
W OODS
EXISTING R/W
EXISTING R/W
E
X
I
STIN
G
R/
W
E
X
I
STIN
G
R
/
W
N A D 83/95
N C G R ID
4SBW
4SBW
30.00'30.00'S
S
S
1SBKD
LAWN
CULTIVATED
1SBKD
S
S
CULTIVATED
15"
15"
15"
2
GI
2
GI
2
GI
18"
603
604
605A 605
15"
507
602
C
C
G RADE TO DRAIN
2:12:1
D
( Not to Scale)
STAN DARD 'V' DITCH
FRO M STA. 43+00 TO STA. 42+75 -L- (RT)
M in. D= 1 Ft.
DETAIL 8
Ground
Natural
Ground
Natural
C
C
C
DDE EST 15 CY3540-L- PC 40+35.08108'
40'
+80
+59.61
40'
+13
117'
+90.85FF F F
F F F F
F
F
F
F
FF
F
FF
F
C C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C C C
CCCCC
C
C
F
C
C
C
CC
C
C
C
F
C
O F 18" RCP
REM O VE 48'
C Proposed Ditch
HYDRAULICSROADWAY DESIGN
ENG INEER EN GIN EER
--R/W SHEET NO .
SHEET N O .PRO JECT REFERENCE N O .26-SEP-2018 07:41R:\Environmental\Design\W-5601R_Rdy_psh_EC-7.dgn$$$$USERNAME$$$$8/17/99 DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
MATCH LINE -L- STA 46+50SEE SHEET 7MATCH LINE -L- STA 60+50SEE SHEET 7W-5601R E C-07/CONST.07
IN STALLED DURIN G CLEARING AN D G RUBBIN G PHASE.
PERIM ETER ERO SIO N CO N TRO L M EASURES SHALL BE
N O TE:
1.0 ft. weir height
Silt Check Type A
Tem porary Rock
A
ID 7.1
Basin Detail)
(See Infiltration
10 ft. weir
35 x 70 x 3
B
820820820822
822824
824
824826826
826826828
828
828828828830830
830
8
3
0
830
8308308308308308308
3
2
8
3
2
8328328328328328348
3
4
834
834834834836
836
836836836836836838838838838838
838840840840840840840840840840
8
4
0
840
840
8
4
0842842
8428
4
2
842
842
84
2844844844
8
4
4
8448448468468
4
6
846 846846
8
46848848848
848
848
848850850850850
850850
8
5
0
850
850850850
8508
5
0
850852852852
852
852
8
5
2
852
852854854854854
854
854
85
4
854854854856856856
8
5
6
856
856
856856 856856858858
858
858858
858858
8588588588608608608
6
0
860
860
8608
6
0
860
860860860
860
8608608
6
0 860860860860862862862
862862
862
862
8
6
2
862862862864864
8
6
4
864864864
864
8648648648648668668668
6
6
866866 8668668668688
6
8
868868
868
868
868868868870870870870870870870
870
870
870
870
870
870870870870870870870870
872872872
872
872
872
872872872872874874
874874874
874
874
874874874874876876
876
876
876
876
876876876876878878878878878878
8
7
8
878
878
878878878880880880880880880880880880880
880
880
880
8
8
0
8
8
0
880
880880880880880880882882882882882882
882
882
882
882882882884884884884884
884 884
884
884
884884886886886
886886886886
886
886886886888888
888888888888
888
888
8888888908908908
9
0
890890890890890890890
890
890
8
90
890
890
890
8908908908908928928
9
2
892
892
8
9
2
892
892892894894
894894894
894 894894896896896896
898898898
90090090090218" RCPNC 274
19' PAVED
19' PAVED
NC 274
WOODS
CULTIVATED
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
N A D 83/95
N C G R ID
30.00'30.00'W OODS
W OODS
W OODS
CULTIVATED
CULTIVATED
701
702
FALSE SUM P
L
S
10:1 20:1
( N ot to Scale)
FALSE SUM P
Traffic Flow
O utside Ditch 1.0' Max0.5' Min.S=Ditch Slope
DETAIL "4"
@ STA. 50+98 -L- (LT)
2G I
CL B RIP RAP
702A18" RCP-IV 15" 701A50 5560-L- PT 47+77.84-L- PC 53+72.48-L- PT 58+85.88+41.00
55.00', 63.00'
+57.00
55.00', 63.00'
+72.48
55.00'
+85.88
55.00'
+50.00
40.00', 55.00'
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
FFF
FFFFF
F
F
F
F
F
F
F
F
F
F
F
F
F
F
C
C C
C C C C C
CCCCCCC
REVISIONS HYDRAULICSROADWAY DESIGN
ENG INEER EN GIN EER
R/W SHEET NO .
SHEET N O .PRO JECT REFERENCE N O .26-SEP-2018 07:49R:\Environmental\Design\W-5601R_Rdy_psh_EC-8.dgn$$$$USERNAME$$$$8/17/99DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
MATCH LINE -L- STA 60+50SEE SHEET 7W-5601R EC-08/CONST.08
IN STALLED DURIN G CLEARIN G AN D GRUBBING PHASE.
PERIM ETER ERO SIO N CO N TRO L M EASURES SHALL BE
NO TE:8648668688708708
70
872872
874874876876878878880880880880880882882884884884886886886886 888888888888
8888908908908908908908908
9
0
89
0
8
9
0
890890890892892892892892
892892
892
8928928948948948948
948
9
4
894894894894896896896896896
8
9
6
896896896
8968968968988
9
8
898898898898898898
898898898
8988989009009009009009009009009009009009
0
0
9009
0
0
900
900
9009009009009009009009009009009009
0
0
900
902902902902
9029029029
0
2
902902
904904904
904904904904904
904906906906906906906906
908908908908908908908
9109109109109109
1
0 912NC 274
19' PAVED
N A D 83/95
N C G R ID
M A014R-2-L- POT 62+64.02-L- POT 62+00.00END CONSTRUCTIONF F F
F
F
F
O utlet
Pipe or Ditch
Scour Hole (PSH)
Square Preform ed
D
PSRM
M IN. 1' TUCK
W ITH NATURAL GRO UND
IN STALL LEVEL AND FLUSH
W ITH GEO TEXTILE
LIN ER: CLASS B RIPRAP
Slope
Fill
SEE DETAIL 9
LATERAL Base DITCH
SEE DETAIL 10
LATERAL Base DITCH
Slope
Fill
GEO TEXTILE
SEE DETAIL 9
LATERAL Base Ditch
LOWER
BANKFULL OR SLIGHTLY
ELEVATION EQUAL TO
MINIMUM OF AT AN
KEY IN VANE TO BANK
ROCK
FOOTER
ROCK
HEADER
DIRECTION OF ENGINEER
POOL EXCAVATED PER
#57 STONE
BACKFILL, TYP.
#57 STONE
BANKFULL
SIGNIFICANT SPACES
NOT BE GAPPED OR HAVE ANY
ROCKS IN VANE ARM SHOULD
ROCKS
FOOTER
ROCKS
HEADER
BED
BANKFULL ELEVATION
TIE VANE ARM INTO
BACKFILL, TYP.
#57 STONE EXCAVATED POOL
BED
ELEVATION
SEE PROFILE FOR
HEADER ROCK, TYP.
CONSTRUCTION
FOR ROCK CROSS VANE
EXCAVATED TRENCH
GEOTEXTILE
GEOTEXTILE
GEOTEXTILE
HYDRAULICSROADWAY DESIGN
ENG INEER EN GIN EER
R/W SHEET NO .
SHEET N O .PRO JECT REFERENCE N O .26-SEP-2018 08:06R:\Environmental\Design\W-5601R_Rdy_psh_EC-9.dgn$$$$USERNAME$$$$8/17/99DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
MATCH LINE -L- STA 23+00SEE SHEET 5W-5601R E C-9/CONST.4
PRO PO SED DITCH LIN E.
ERO SIO N CO N TRO L IN THE
IN STALL M ATTIN G FO R

PRO PO SED DITCH LIN E.
IN STALL PSRM IN THE
Sta. XX+XX to Sta. XX+XX
on Slope as W ork Allows.
Place M atting for Erosion Control T15" CMP
19' PAVEDNC 274
CO NC CU LV
19' PAVED
NC 274
LONG
C
R
E
E
K NAD 83/95NC GRID4
S
BW
4SBWTT1SFD
S
S
1 SFD
S
24" 24"
24" 2GI
406A
406B
406C
405404403
402
401
PSH
AA
W
PLAN VIEW
SECTIO N A-A
(4'm in typ.)
Perm anent Soil Reinforcem ent
m atting (PSRM )
Seed with native
grasses at installation.
PREFO RM ED SCO UR HO LE
STA. 17+00 -L- (RT)
*N O T TO SCALE
BFILL SLOPE2:1
2:1PIPE (d = 15" O R 18")
INFLO W
3/08
W = 4'
D= 1'
B= 4'
not shown for clarity)
(Rip Rap in basin
G RO UND
N ATURAL
15" RCP-IV 15
" R
C
P
-IV

TB2GI
TB2G I
TB2G I
TB2GI
407
15" RCP-IV 15"( Not to Scale)
2:1
2:1D
B
b
LATERAL BASE DITCH
1"/Ft.
FRO M STA. 13+00 TO STA. 14+20 -L- (LT)
DETAIL 9
b= 2 Ft.
B= 4 Ft.
M in. D= 1.4 Ft.
Ground
Natural
( Not to Scale)
LATERAL BASE DITCH
2:1D
B
b
d
2:1 1"/Ft.
FRO M 14+20 STA. TO STA. 15+00 -L- (LT)
DETAIL 10
b= 2 Ft.
B= 4 Ft.
M ax. d= 1 Ft.
M in. D= 1.4 Ft.
*W hen B is < 6.0'
Type of Liner=CLASS B Rip-Rap Est.Q ty. 35 Tons
Ground
N atural
GeotextileFab. Est.Q ty. 78 sq.yds.
FRO M STA. 16+50 TO STA. 18+40 -L- (LT)
EST. DDE 50 CY
EST. DDE 280 CY
101520-
L-
P
OT
10
+
0
0.0
0
-
L-
P
C
13
+
7
6.9
0 -L- PT 16+75.23-L- PC 20+41.57BE
GI
N CONS
T
RUCTI
ON-
L-
P
OT
1 1
+
5
0.0
0
CHAN N EL CHANG E
DETAIL 3
CHAN N EL CHANG E
DETAIL 3
FRO M STA. 14+00 TO STA. 16+00 -L- (RT)
(only left side bench to be constructed, do not disturb existing stream bed or right hand bank)
FRO M STA. 16+00 TO STA. 16+75 -L- (RT)
no work will be done on the right bank through this section.)
(left side bench to be tapered to tie into the confluence with Long Creek,
DO W N STREAM FRO M STA. 13+00 to 14+00 -L- (RT)
(Excavated areas will be ripped and disked prior to planting of the site if needed.)
Fill Slope
Proposed
b= 8 Ft.
B= 3 Ft.
D= 2 Ft.
( N ot to Scale)( N ot to Scale)
b
D
B
G round
N atural
2:1
varies
30' W O O DED BUFFERVAR. 10' TO 30' W O O DED BUFFER
Ground
Natural
2:1
GEO TEXTILE2:12:1b
{FLOW
A
A
30°
20° TO
BANKFULLBANKFULLWIDTH
BANKFULL
1/3
WIDTH
BANKFULL
1/3
WIDTH
BANKFULL
1/3
BBFLOW
{
FLOW{
HEIGHT LENGTH WIDTHSTATION

POOL

4% TO 10% SLOPE
BOULDER DIMENSIONS (FT)
MINIMUM
2'
MINIMUM
2'PLAN VIEW
SECTION B-B
SECTION A-A
5) POOL DEPTH SHOULD BE 2 TO 3 TIMES BANKFULL DEPTH.
DIRECTION OF THE ENGINEER.
4) COMPACT BACKFILL TO EXTENT POSSIBLE OR AT THE
BETWEEN HEADERS AND FOOTERS.
3) CLASS "A" STONE CAN BE USED TO REDUCE VOIDS
2) DO NOT EXCAVATE POOL TOO CLOSE TO FOOTER BOULDERS.
VANE ARM TIES INTO BANKFULL.
1) DEEPEST PART OF POOL TO BE IN LINE WITH WHERE
NOTES:
ROCK CROSS VANE DETAIL
NOT TO SCALE
OF THE FOOTER ROCK
A MINIMUM OF 1/3 WIDTH
SET HEADER ROCK BACK

Type of Liner= CO IR-FIBER M ATTING , EST. 334 SQ FT.
Exist. Channel
ID 4.1F
8 ft. weir
O rifice Diam eter
with 1.250 inch
1.5 inch Skim m er
100 x 20 x 3
C C
C C
F
F
F
F
F
F
F
F
F
FF
F
F
FFFFF
FFFFF
F
FF
FF
F
C
C
C
C
C
CCC
C
CCCC
C
C
C C
F
BEGIN SBG AT STA 26+45 -L- (LT)
SEE DETAIL 2
CUT DITCH
Slope
Ditch
Front
Slope
Fill
Geotextile
SEE DETAIL 1
W ITH RIPRAP
LATERAL "V" DITCH
SEE DETAIL 5
LATERAL BASE DITCH
Slope
Ditch
Front
SEE DETAIL 7
SPECIAL CUT BASE DITCH
Slope
Fill
G EO TEXTILE
SEE DETAIL 7
SPECIAL CUT BASE DITCH
HYDRAULICSROADWAY DESIGN
ENG INEER EN GIN EER
R/W SHEET NO .
SHEET N O .PRO JECT REFERENCE N O .26-SEP-2018 08:14R:\Environmental\Design\W-5601R_Rdy_psh_EC-10.dgn$$$$USERNAME$$$$8/17/99DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
MATCH LINE -L- STA 23+00SEE SHEET 4MATCH LINE -L- STA 34+00SEE SHEET 6W-5601R
N O TE:
PLACE TEM PO RARY RO CK SEDIM EN T DAM S TYPE - B
DRAIN AG E O UTLETS.
AN D TEM PO RARY RO CK SILT CHECKS TYPE - A AT
IN STALLED DURING CLEARIN G AN D G RUBBIN G PHASE.
PERIM ETER ERO SIO N CO N TRO L M EASURES SHALL BE
N O TE:
E C-10/CONST.5
ID 5.2 F
14 ft. weir
O rifice Diam eter
with 1.625 inch
2 inch Skim m er
88 x 44 x 3
B
C
C
1.0 ft. weir height
Silt Check Type A
Tem porary Rock
ID 5.1F
Basin Detail)
(See Infiltration
4 ft. weir
40 x 20 x 3
18" CM P
24" RCP15" RCP
GRAVELG R A V E L
GRAPE VINESGRAVEL
15" RCP
6' CHL
BLK WALLNC 274
19' PAVED SHERW
OOD DRI
VE19' PAVEDNC 274
1SFD 19' PA
V
EDSR
1
4
0
4NAD 83/95NC GRID4SBWRUINS
RUINS
1SFBUS
BST
BST
W ELL
18"
504
36" RCP-IV15"15" RCP-IV
TB2G I
TB2G I
502A
15"
2G I
18"
HW
2G I18"18"
DRAIN
GRADE TO
DRAIN
GRADE TO
506
507
800
801
802
803
18" CSP505
505A
C
Flatter2:1 or
D
( Not to Scale)
CUT DITCH
FRO M STA. 28+00 TO STA. 31+40 -L- (RT)
DETAIL 2
Ground
N atural
CL B RIP RAP
CL B RIP RAP
FRO M STA. 34+50 TO STA. 38+00 -L- (RT)
LATERAL 'V' DITCH
( Not to Scale)2:12:1
D
b
d
1"/Ft.
FRO M STA. 26+73 TO STA. 28+00 -L- (RT)
b= 2 Ft.
M ax. d= 1 Ft.
M in. D= 1 Ft.
DETAIL 1
Ground
Natural
FRO M STA. 27+50 TO STA. 29+50 -L- (LT)2:1D
B
( Not to Scale)
SPECIAL CUT BASE DITCH
Flatter4:1 or
FRO M STA. 29+50 TO STA. 42+00 -L- (LT)
DETAIL 7
B= 2 Ft.
M in. D= 1 Ft.
Ground
Natural
( N ot to Scale)
LATERAL BASE DITCH
2:1D
B
b
d
2:1 1"/Ft.
DETAIL 5
b= 2 Ft.
B= 5 Ft.
M ax. d= 2 Ft.
M in. D= 2 Ft.
*W hen B is < 6.0'
Ground
Natural
M in. D= 1 Ft.36" RCP-IV15"15" RCP-IV
CL I RIP RAP
TB2G I
502
501
501A
DRAIN
GRADE TO
EST. DDE 130 SY
EST. G EO . FAB. 1020 SF
EST. DDE 470 SY
EST. G EO . FAB. 3400 SF
Type of Liner= CLASS "B" Rip-Rap EST. 115 TO NS
Type of Liner= CLASS "B" Rip-Rap, EST. 380 TO NS 3:12530-L- PT 28+49.61
-Y- POT 13+67.25-Y- PT 12+14.53-Y- PC 10+69.12
-Y- POT 10+00.00
-L- POT 31+78.07 =
F
F
F
F
F
F
F
F
FF
F
F
F
F
FFF
C C C
C
C CCCC C
C CC
C
C
CC
C
C
CCCF
C
C
CCF
C
C
C
C
C
CC
Slope
Ditch
Front
Slope
Ditch
Front
SEE DETAIL 7
SPECIAL CUT BASE DITCH
SEE DETAIL 2
CUT DITCH SEE DETAIL 8
"V" DITCH
HYDRAULICSROADWAY DESIGN
ENG INEER EN GIN EER
R/W SHEET NO .
SHEET N O .PRO JECT REFERENCE N O .26-SEP-2018 08:22R:\Environmental\Design\W-5601R_Rdy_psh_EC-11.dgn$$$$USERNAME$$$$8/17/99DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
MATCH LINE -L- STA 34+00SEE SHEET 5MATCH LINE -L- STA 46+50SEE SHEET 7W-5601R E C-11/CONST.6
Flatter2:1 or
FRO M STA. 28+00 TO STA. 31+40 -L- (RT)
DETAIL 2
Ground
Natural
FRO M STA. 34+50 TO STA. 38+00 -L- (RT)
M in. D= 1 Ft.3:1D
( Not to Scale)
CUT DITCH2:1D
B
( Not to Scale)
SPECIAL CUT BASE DITCH
Flatter4:1 or
FRO M STA. 29+50 TO STA. 42+00 -L- (LT)
DETAIL 7
B= 2 Ft.
M in. D= 1 Ft.
Ground
N atural24" RCP15" RCP
15" RCP
15" RCP
15" RCP GRAVEL15" R
C
P
CONC19' PAVED
NC 274
19' PAVED
NC 274
N A D 83/95
N C G R ID
4SBW
4SBW
S
S
S
1SBKD
1SBKD
S
S
15"
15"
15"
2
GI
2
GI
2
GI
18"
603
604
605A 605
15"
507
602
C
C
G RADE TO DRAIN
2:12:1
D
( Not to Scale)
STAN DARD 'V' DITCH
FRO M STA. 43+00 TO STA. 42+75 -L- (RT)
M in. D= 1 Ft.
DETAIL 8
Ground
Natural
Ground
Natural
C
C
C
DDE EST 15 CY3540-L- PC 40+35.08B
1.0 ft. weir height
Silt Check Type A
Tem porary Rock
1.0 ft. weir height
Silt Check Type A
Tem porary RockFF F F
F F F F
F
F
F
F
FF
F
FF
F
C C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C C C
CCCCC
C
C
F
C
C
C
CC
C
C
C
F
C
C Proposed Ditch
HYDRAULICSROADWAY DESIGN
ENG INEER EN GIN EER
--R/W SHEET NO .
SHEET N O .PRO JECT REFERENCE N O .26-SEP-2018 08:27R:\Environmental\Design\W-5601R_Rdy_psh_EC-12.dgn$$$$USERNAME$$$$8/17/99DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
MATCH LINE -L- STA 46+50SEE SHEET 7MATCH LINE -L- STA 60+50SEE SHEET 7W-5601R EC-12/CONST. 7
A
ID 7.1
Basin Detail)
(See Infiltration
10 ft. weir
35 x 70 x 3
B
1.0 ft. weir height
Silt Check Type A
Tem porary Rock
1.0 ft. weir height
Silt Check Type A
Tem porary Rock
18" RCPNC 274
19' PAVED
19' PAVED
NC 274
N A D 83/95
N C G R ID
701
702
FALSE SUM P
L
S
10:1 20:1
( N ot to Scale)
FALSE SUM P
Traffic Flow
O utside Ditch 1.0' Max0.5' Min.S=Ditch Slope
DETAIL "4"
@ STA. 50+98 -L- (LT)
2G I
CL B RIP RAP
702A18" RCP-IV 15" 701A50 5560-L- PT 47+77.84-L- PC 53+72.48-L- PT 58+85.88F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
FFF
FFFFF
F
F
F
F
F
F
F
F
F
F
F
F
F
F
C
C C
C C C C C
CCCCCCC
REVISIONS HYDRAULICSROADWAY DESIGN
ENG INEER EN GIN EER
R/W SHEET NO .
SHEET N O .PRO JECT REFERENCE N O .26-SEP-2018 08:34R:\Environmental\Design\W-5601R_Rdy_psh_EC-13.dgn$$$$USERNAME$$$$8/17/99DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
MATCH LINE -L- STA 60+50SEE SHEET 7W-5601R E C-13/CONST. 8
NC 274
19' PAVED
N A D 83/95
N C G R ID
-L- POT 62+64.02-L- POT 62+00.00END CONSTRUCTIONF F F
F
F
F