HE-001 Proposed Stream Crossing

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2110 2110
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2
1
1
0
2110
212021202120212021202120212021202120212021202120
2120 2120 21202120 21202120
2120
2120
2120
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2120
2130213021302130213021302130213021302130
2130
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2130
2130 21302 1 3 0
2130
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21402140214021402140214021402140
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21502150215021502150
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216021602
17
0
2170
2170
2170
217021702180
BDO
CB
2GI
2GI
BDO

PRO
JEC
T
I-4
7
0
0
A
P
PRO
V
ED
UN
D
ER
0509
0510
0601
0602
2GI
0603
0604
0605
0606
0609
0611
0613 0614
0615
CB
CB
CB
0616
2GI
0617
2GI
0618
0654
CB
0621
0622
0623
2GI
0628
0627
0624
0653
0513
2090.0750
0608
FS
0636
RETAIN
W/2 ELBOWS
15"
2GI
0630
0651
0626
0655
0646
0640
0641
0639
0642
0644
0643
0656
0657
0637
0638
2GI
2GI
2GI
2GI
EST GT 5 SQ YDEST RR 1 TONCL B RIP RAP
EST GT 5 SQ YD
EST RR 1 TON
CL B RIP RAP
EST GT 5 SQ YD
EST RR 1 TON
CL B RIP RAP 15" RCP-IV
GRADE TO DRAIN
REMOVE
PLUG
RETAIN
30" RCP-III
SEE DETAIL 6A OPEN CHANNEL
225' +/- PROPOSED
SEE DETAIL 6B
STANDARD DITCH
1
5
"
PSH
CB
SEE DETAIL 6C
TOE PROTECTION
RCP Class V1 @ 292'-66"
2GI
Median Ditch
( Not to Scale)
FALSE SUMP
S
S=Ditch Slope LDD
Ditch Grade L Ditch Grade
0.0% To 2.0%
Over 2.0% To 4.0%
20'
30'
Over 4.0% To 6.0%
Over 6.0%
9"
20'L (See Chart Below)
FROM STA. 35+95 TO STA. 35+55 -RpC- RT
DETAIL 6E
C Proposed Ditch
RETAIN
REMOVE2GI
0511
ED
2GI
0635
ELB
ELB
ELB
ELB
ELB
ELB
ED2GI
RETAIN
ELB
ELB
ELB
ELB
15" RCP-V 2GI 2GI
SEE DETAIL 5B
PSH
2 ELBOWS
15" w/
0634
0633
2GI
2GI
0660
2GI
ELB
ELB
ELB
ELB
ELB
ELB
ELB
ELB
ELB
ELB
REMOVE
REMOVE
P
66" CMP AND HW
REMOVE EXISTING
RCP Class V1 @ 292'-66"W/ ELBOWS24"15" RCP-III
15" RCP-IV RCP-IV15"
2GI
CB
2GI
2GI
2GI-A
JB
BLIND
2GI-A
2GI
2GI
BOX
SPRING
12"
24" RCP-III
ELBOWS
24" W/
ELBOWS
15" W/ 2
EST 5 SY GT
CL B RR
EST 1 TON
2GI-A
SEE DETAIL 6F
TOE PROTECTION
1
28.00' LT
+00.00 -RPB-
28.00' LT
+06.00 -RPB-
ID 25.1B
Basin Detail)
(See Tiered Skimmer
4 ft. weir
18 x 10 x 3
Type 'B'
Modified Silt Basin
B B B
ID 25.2C
55 x 12 x 3
B
ID 25.3C
65 x 11 x 3
ID 25.4B
Basin Detail)
(See Tiered Skimmer
5 ft. weir
Orifice Diameter
with 0.875 inch
1.5 inch Skimmer
44 x 16 x 3
ID 25.4B
Basin Detail)
(See Tiered Skimmer
5 ft. weir
44 x 16 x 3
Type 'B'
Modified Silt Basin
ID 25.5C
4 ft. weir
Orifice Diameter
0.75 with inch
1.5 inch Skimmer
55 x 15 x 3
ID 25.6C
47 x 15 x 3
A
B
A
B
ID 25.1B
Basin Detail)
(See Tiered Skimmer
4 ft. weir
Orifice Diameter
with 0.5 inch
1.5 inch Skimmer
18 x 10 x 3
A
CLEAN WATER DIVERSION
OFFSITE CLEAN WATER
1' MIN.
SOIL STABILIZATION GEOTEXTILE
STABILIZE EXCAVATED MATERIAL
1' MIN.
(Not to Scale)
1:2TSDTSDTSDTSDTSDTSDTSDTSDTSDTSDTSDTSDTSDTSDTSDTSD
TS
DTSDTSDTSD TSDTSDTSD
TSDTSDTSD
TSDTSDTSD
TSDTSDTSD
TSDTSDTSD
TSD
TSDTSD
TSD
TSDTSDTSD
TSDTSDTSDTSDTSDTSD
TSDTSDTSD
TSDTSDTSD
TSDTSDTSD
TSDTSDTSD
TSDTSDTSD
TSD
TSDTSD
TSD
TSDTSDTSDTSDTSDTSDTSDTSDPIPETEMPORARY30 INCH
B
TSDTSDTSDTSDTSDTSDTSDTSDTSDTSDTSD TSDTSD TS
DTSD TSD
TS
DTSDTSDTSD TSDTSDTSD
TSDTSDTSD
TSDTSDTSD
TSDTSDTSD
TSDTSDTSD
TSD
TSDTSD
TSD
TSDTSDTSD
TSDTSDTSDTSDTSDTSD
TSDTSDTSD
TSDTSDTSD
TSDTSDTSD
TSDTSDTSD
TSDTSDTSD
TSD
TSDTSD
TSD
TSDTSDTSDTSDTSDTSDTSDTSDPIPETEMPORARY30 INCH
B
STA 12+60 -Y-CONSTRUCT TO
TEMP 2GI TEMP 2GI
ID HE0001.6.14 ft. weirOrifice Diameterwith 0.5 inch1.5 inch Skimmer30' x 14' x 3'
ID HE0001.6.14 ft. weirOrifice Diameterwith 0.5 inch1.5 inch Skimmer30' x 14' x 3'
2 ft. weir heightSilt Check Type ATemporary Rock
B
C
C
C C
C
C
C
C
F
F
F
F
C
C
C
C
C C
C
C
C
C
C
C
F F
C
C
C
C
C
C
C C
C
C
C C
C
C
F
F
F
C C C C
C C C C C C C
C
C C C C
C
C
C
C C C C
C C C C C C C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C C
C
C
C
C
C
C
235.68' LT
+40.00 -EBL-
260.00' LT
+00.00 -EBL-
265.00' LT
+80.00 -EBL-
+90.00 -EBL-
238.91' LT 20
I-26 WB BST5' BST
I-26 WBL 24' CONC
11' BST
10' BST
I-26 EBL 24' CONC
5' BST
CONC
CONC
CONC
CONC
CONC
MTL
MTL
MTL
15" CMPINV=2066.37'
INV=2068.00'
TOP=2072.17'
INV=2066.87'
3
0"
C
MP
TOP=2044.73'INV=2041.39'
INV=2041.49'
TOP=2044.95'
INV=2039.62'
INV=2039.27'
3
0
" CMP
3
0
" CMP
INV=2045.32'18" CMPINV=2047.04'TOP=2051.05'
INV=2046.31'15" CMPINV=2050.00'
TOP=2052.72'
INV=2039.64'
INV=2016.07'30" CMPINV=2039.65'
INV=2052.31'
INV=2022.64'24" CMPINV=2022.72'
TOP=2026.38'24" CMP24" CMPINV=2020.29'INV=2020.22'
INV=2020.26'
TOP=2028.96'
INV=2000.05'66" CM
PINV=1994.31'
HW
HW
DI
DI
DI
DI
DI
DI
DI
SPRING
I-26 WB BST
N 12°17'43" W
153.31'N 23°22'30"
E
253.16'
N 14°11'22" W
105.82'
N 59°37'45" W222.79'
N 22°44'53" W
210.34'
N 27°58'47" W157.90'
N 37°06'35" W159.46'
N 32°34'10" W156.27'
N 50°05'00" E
19.32'
N 41°01'56" W
132.31'
N 44°09'31" W
BILTMORE FARMS, INC.
DB 1222 PG 645
BILTMORE FARMS, LLC
DB 1222 PG 645
N 09°31'20" W
553.93'
N 07°23'59" W
279.82'
N 15°59'52" W
95.42'N 20°23'42" W
130.03'
N 25°54'33" W128.59'
N 31°02'03" W130.05'
;
;;;
;
;
;;
;
;
;
;
;;
E
XIS
TI
NG R/WEXISTING R/W
EXISTING R/W
48" WW W/ 2SBW
48" WW W/ 2SBW
48" WW W/ 2SBW
48" WW W/ 2SBW
48" WW W/ 2SBW
48" WW W/ 2SBW
BM #27
BM #43
BL-28
BL1-49
BL1-50
-EL-S-2
-EL-N-2
A
B
C
.02.02.02
.02.02
.02
.01
.02.03.04.03.04.05.02
.01.0
0
TYP.
24'1'-6" C&G5'R
3'R
TYP.21'+6
9.9
3
12'12'50'10'8' PS8' PS.06.03.02.04.05.07.
0
8
.06.08
.07
+25.81TYP.24'TYP.24'+73.40
15:116'+10.1712'
5'R
EL-2058.82'
34+34.02
LOW POINT
B-77
B-77B-77
B-77
B-77
B-77 15'1
6'
4'
P
S
1
0'
P
S
+
2
1.5
34' PSB-77 5'-8" PSB-77
+55.84
END WALL C2
+90.50 -WBL-
T
YP.18'
12' PS
.0460' TRANSITION+88.94 -WBL-
CONC. BARRIER
END SINGLE FACED
+55.19 -Y-
CONC. BARRIER
BEG. DOUBLE FACED
CONC. BARRIER
END. SINGLE FACED
-RPD- +30.00
BEGIN SBG/GUARDRAILCONC. BARRIER
END SINGLE FACED
+94.32 -Y-
CONC. BARRIER
BEG. SINGLE FACED
+80.66
CONC. BARRIER
END DOUBLE FACED
P
S
4'
P
S
+68.19 -WBL-
BEG. SINGLE FACED CONC BARRIEREND SINGLE FACED CONC. BARRIER W/ CAP
+44.20 -WBL-
BEG. SINGLE FACED CONC. BARRIER W/CAP+41.18 -RPC-
BEG. SINGLE FACED CONC. BARRIER W/CAPEND SINGLE SLOPE DOUBLE FACED CONC. BARRIER
+13.84 -WBL-
SBG/GUARDRAIL
TIE TO EXIST I-4700
-Y- +40.32+69.40
-RPC-
END SBG
BEGIN SBG / GUARDRAIL
END SINGLE FACED CONC. BARRIER
+56.17 -WBL-
CONC. BARRIER
BEG. SINGLE FACED END SBG / GUARDRAIL 4' PS12' PS.01.02.03.04.05.06.07.08GREU TL-3 8:1
.0
8
.01.02.03.04.05.06.07.08
P
S4'
PS12'
PS16'
+06.94
END SBG
+89.73
BEG. 2'-6" C&G
16'
4' P
S
4' PS16'
39.83' RT
-EBL- +93.89
BEGIN WALL
39.83' RT
-EBL- +50.16
END WALL
39.83' LT
-EBL- +04.58
BEGIN WALL
39.83' LT
-EBL- +15.58
END WALL +69.16.02.04.03
.05
.08.07
.06 +21.58 15'15'15'
1
5'12'
.0212'100' TAPER8' PS8' PS15'
4'
+65.99 -RPD-.0816'.07.06.05TYP.21'+38.41+11.58
END SBG (LT)
CONC BARRIER (RT)
END SINGLE FACED D
+93.92 -RPD-
+87.05 -WBL-
BEGIN WALL D1/ SINGLE FACED
CONC BARRIER W/ MOMENT SLAB+74.66 -RPD-
W/ MOMENT SLAB
SINGLE FACED CONC BARRIEREND. WALL D1/12'60'BEGIN DOUBLE FACED CONC. BARRIER
END DOUBLE FACED CONCRETE BARRIER
BEGIN SINGLE FACED CONC. BARRIER
15.33' RT
+97.18 -RPC-
+15.29 =
END WALL C3
+34.02 -RPC-
BEG. WALL C3 & SBG
END SINGLE FACED CONC. BARRIER W/ CAP
+13.84 -WBL-
SBG/GUARDRAIL
TIE TO EXIST I-4700
13+99.53
END BRIDGE
STA. 14+23.64
END APPROACH SLAB
12+95.28
BEGIN BRIDGE
STA. 12+71.16
BEGIN APPROACH SLAB
+46.53
-RPC-
END SBG
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
REVISIONS HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.7/19/2017 DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
NC License No: C-1554
Raleigh, North Carolina 27609
343 E. Six Forks Road, Suite 200
HNTB NORTH CAROLINA, P.C.$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$-WBL- STA 1108+00.00MATCH LINE SEE SHEET 24-EBL- STA 1109+13.21MATCH LINE SEE SHEET 24FOR -WBL- & -EBL- PROFILES, SEE SHEETS 53 & 54
I-4700 25
I-4700B-35
-EBL- STA 1121+31.44MATCH LINE SEE SHEET 26-WBL- STA 1121+50.00MATCH LINE SEE SHEET 26NAD
8
3
/ NA
2
0
1
1
-WBL- 1110-WBL- 1115-WBL- 1120-EBL- 1110-EBL- 1115-EBL- 1120-EBL- ST STA. 1110+28.98-EBL- TS STA. 1112+63.73-EBL- SC STA. 1115+99.73-WBL- TS STA. 1109+43.11-WBL- SC STA. 1112+79.11RCBCI-4700 TIE TO
F
F
C
C
C
C
C
C
C
F
F
F
F
F
F
C
C
C
C
C
C
C
C C C C C C
C
C
CC C
C
C
C
C
C
F F
C
C
C
C
C
C
F
F
F
1 11 11645.011645.01RALEIGH, N.C.DIVISION OF HIGHWAYSDEPT. OF TRANSPORTATIONNORTH CAROLINASTATE OF RALEIGH, N.C.
DIVISION OF HIGHWAYS
DEPT. OF TRANSPORTATION
NORTH CAROLINA
STATE OFSHEET OFSHEET OFROADWAY STANDARD DRAWING FORROADWAY STANDARD DRAWING FOR 1-181-18TEMPORARY STREAM CROSSINGTEMPORARY STREAM CROSSINGNOT TO SCALEGROUNDNATURAL 10:110:1SECTION A-A10:110:1 FLOWCLAPLAN VIEW{AGROUNDNATURAL 12" MIN. STREAM CHANNELVAR.CONTRACTORDETERMINED BYCROSS PIPE(S): SIZECROSS PIPE(S) (SEE NOTE)VAR.CONSTRUCTION ACCESS ROADCLASS B STONECLASS B STONECLASS B STONE#5 OR #57 STONE, 6" DEPTH (MIN.)STANDARD SPECIFICATIONWITH SECTION 1005 OF NC DOT6" #5 OR #57 STONE IN ACCORDANCENOTES BANKFULL FLOW, WHICHEVER IS LESS, FROM A 2-YEAR PEAK STORM, WITHOUT OVER TOPPING. PIPE(S) FOR TEMPORARY STREAM CROSSING SHALL BE DESIGNED TO PASS THE PEAK ORGEOTEXTILE FOR DRAINAGE