20210209 Ver 1_17BP.14.R.177_Haywood 237_Permit Drawings_updated Sep 10 2021_20210910

(215 LakeEXISTING R/W
EXISTING R/W
PONDPRIVATE R/WPRIVATE R/WSORRELLS CREEK
SORRELLS CREEK
LITTLE EAST FORK PIGEON RIVER
EXISTING R/W
EXISTING R/W
EXISTING R/
W
EXISTING R/
W
VICINITY MAP

INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED

PROJECT LENGTH
STATE STATE PROJECT REFERENCE NO.
STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION
NO.
TOTAL
SHEETS
N.C.
SHEET
1
DESIGN DATA
SIGNATURE:
SIGNATURE:
P.E.
P.E.
GRAPHIC SCALES HYDRAULICS ENGINEER
ENGINEER
ROADWAY DESIGN
LOCATION:
TYPE OF WORK:09/08/99DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
7/29/2019J:\188360C - 2015 W Divisions Planning & Design On-Call\I188360C Group 3 Bridges\17BP.R177.430237\Hydraulics\PERMITS_Environmental\Drawings\17BP.R177_hyd_prm_tsh_1.dgnUSRS01416CONTRACT:TIP PROJECT:ARTMEN
N ASO
H
DEPT
O
F TRA SPORTTIONTATEOFNRTCAR
O
LI
NA25 5050
25 5050
5 1010
0
0
0
PROFILE (HORIZONTAL)
PLANS
PROFILE (VERTICAL)
0
00
100
100
20
=ADT
=
LOCATION
PROJECT
-L-
PROJECT ENGINEER
PROJECT DESIGN ENGINEER
434 Fayetteville Street, Suite 1500 Raleigh, NC 27601
License No. F-0891
Tel. [phone] www.wsp-pb.com
1240
BRANCH RD.
SCH. HOUSE
1129
FORK RD.
LITTLE EAST
National
Pisgah
=
=
=V
=ADT
17BP.14.R.177
17BP.14.R.177 HAYWOOD COUNTY
REPLACEMENT OF BRIDGE No. 237
OVER SORRELLS CREEK
ON SR 1129 (LITTLE EAST FORK RD)
LENGTH ROADWAY PROJECT 17BP.14.R.177
LENGTH STRUCTURE PROJECT 17BP.14.R.177
TOTAL LENGTH PROJECT 17BP.14.R.177
2015
17BP.14.R.177 N/A PE
DIVISION 14 BRIDGE PROGRAM MANAGER
850 VPD
BEGIN CONSTRUCTION
BEGIN CONSTRUCTION
END BRIDGE
BEGIN BRIDGE
NO OUTLET
SR 1129
SORRELLS CREEK
WSP
RONYELL THIGPEN, PE
HOLLY CHRISTENBURY, PE
SUB-REGIONAL TIER

GRADING, DRAINAGE, PAVING, TRAFFIC CONTROL,
BRIDGE AND RETAINING WALL
BEGIN TIP PROJECT 17BP.14.R.177
END TIP PROJECT 17BP.14.R.177
PIGEO
N RIVER
LITTLE EAST FORK
-DR1--DR2-30 MPH
DHV
D
T
2035
NA %
NA %
6 %
SR 1240BRANCH RDSCHOOL HOUSE
LITTLE EAST FORK ROAD
850 VPD
-L- STA. 10+70.00
-L- STA. 19+51.00
-DR1- STA. 11+70.00
-DR2- STA. 11+72.00
-L- STA. 14+73.70
-L- STA. 15+26.30
4
= 0.157 MI
= 0.010 MI
= 0.167 MI

17BP.14.R.177 N/A ROW & UTILITY
75% SUBMITTAL PLANS
See Sheet 1A For Index of Sheets (Not Included)
See Sheet 1B For Symbology Sheet
TO THE LIMITS ESTABLISHED BY METHOD II.
CLEARING ON THIS PROJECT SHALL BE PERFORMED
NO CONTROL OF ACCESS ON THIS PROJECT.
NO MUNICIPAL BOUNDARIES ON THIS PROJECT.
ADAM DOCKERY
WETLAND AND SURFACE WATER IMPACTS PERMIT
SHEET 1 OF 5
PERMIT DRAWING
RIGHT OF WAY DATE:
LETTING DATE:
NCDOT CONTACT:
FOR THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
PREPARED IN THE OFFICE OF:
2018 STANDARD SPECIFICATIONS NAD
8
3
SITE 1
SITE 2
CANOP
YWD
R
AIL
F
E
N
C
E WD FE
NCE
WD FENCEGRSOILT
ROCK
T
ANK
S
E
P
TI
C
APPROX. DRAIN FIELD
PILE
ROCK
PILE
ROCK
WALL
ROCK
15" CMP
15" CMP
EXISTING R/W
EXISTING R/W
EIP
EIP
EIP
NAIL
NAIL
REFERENCE MONS.
FOREST SERVICE
EIP
EIP
R
/
R
S
P
IK
ES
3
7
°
3
6'
4
9
" W2
8
8.
0
0'S 13°59'07" E279.99'
SPLIT RAIL
REC. CENTER1 S FTENT SITES
S 46°25'26" E
59.83'
S 41°09'17" E
61.48'
S
0
1°12'3
3" E3
9.6
6'S

19
°10'0
3
" E
8
8
.5
8'
S
0
0°5
8'4
7" E8
0
2.5
9'S 79°09'56" W79.26'S 82°53'10" W76.81'26.73'
S 82°38'04" W
36.87'N 89°57'18" E504.20'32.15'S 41°37'58" E
198.51'N 47°42'05" EN 73°48'22" E240.88'N 73°40'31" E82.97'INV=3144.23'
INV=3144.98'
15"
C
MP IN
V
=3109.17'
I
NV=3108.34'24" CMP
WD SHED
COLUMNSCONC
SOIL
SIGN SIGN
SIGN
SIGN
SIGN
SIGN
SPLIT RAIL
SIGN
ROCK
2
3
4
5
6
7
8
9
10
11
12
DB 570 PG 1705
CRISTINE MARSHALL
DB 480 PG 92
POND
SOILS 12°33'52" E128.26'49.89'S 86°02'15" E112.81'N 56°48'45" E74.29'N 40°38'55" E
4.52'SOIL69.85'
N 73°39'06" E
29.49'
N 35°38'59" E
32.36'
S 37°58'45" W
DB 480 PG 92
DANIEL BOONE COUNCIL, INC.,BOY SCOUTS OF AMERICA
DB 467 PG 1924
BETTY S. PEARSON
DB 702 PG 1887
DB 790 PG 938
WILLIAM J. WHITE
JULIO DELANOY, ET AL
DB 734 PG 2449
HIGHLANDS DEVELOPMENT GROUP, LLC
45.00'PRIVATE R/WPRIVATE R/W8" PVC
8" PVC
SIGN
NO #
HAYWOOD EMC
NO #
HAYWOOD EMC
#F7705 P37P2
HAYWOOD EMC
#T14942 41 F20645
HAYWOOD EMC
# 3
AT&T
#T15371 F916813
HAYWOOD EMC
#40
HAYWOOD EMC
NO #
HAYWOOD EMC
#T15866 39
HAYWOOD EMC
#38HAYWOOD E
MC
SORRELLS CREEK
SORRELLS CREEK
LITTLE EAST FORK PIGEON RIVER
LITTLE EAST FORK RD.
SR 1129 18' BST
0.83 MI. T
O SR 1240
SC
H
O
OL H
O
USE BR
A
NC
H R
D.
WAYNESVILLE, NC 28785
376 GRINDSTONE RD.
HAYWOOD EMC
HENDERSONVILLE, NC 28792
500 DUNCAN HILL RD.
AT&T
3158.84'
O/H WIRE ELEV.45.00'
0.
5
6'45.00'EXISTING R/W
EXISTING R/W
INV=3114.61'
INV=3116.23'
INV=3125.43'
INTAKE
INV=3125.64'
INV=3127.76'45.00'EXISTING R/
W
EXISTING R/
W
ROCK
SILO
SILO
B
AT
H
H
O
USE
WALL
ROCK
EMC NO #
HAYWOOD
BOY SCOUTS OF AMERICA
DANIEL BOONE COUNCIL, INC.,
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
REVISIONS HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
7/29/2019J:\188360C - 2015 W Divisions Planning & Design On-Call\I188360C Group 3 Bridges\17BP.R177.430237\Hydraulics\PERMITS_Environmental\Drawings\17BP.R177_hyd_prm_psh_2.dgnUSRS014168/17/99INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
434 Fayetteville Street Suite 1500
Raleigh, NC 27601 - 919.836.4040
LICENSE NO. F-0165
www.wsp.com
15" 15"
15" RCP-III
GRADE TO DRAINGRADE TO DRAIN
DRAIN
GRADE TO
REMOVE15"
FLOWABLE FILL
GRADE TO DRAIN
DRAIN
GRADE TO 24" RCP-IVTO DRAIN
DAM GRADE
AND EARTHEN
8" PVC PIPE
REMOVE INTAKE, 9.1'9.1'.005.013.01.03.01.02.0322'.03.00.03.02.01.03.02.01.00.01.02.04.03.02.01.00.01.02.02.066.03.06.04.05.0416'EXISTEX IST9.2'9.2'10'10'10'10'STA. 16+05.00
STA. 15+42.18 TO
SBG
10
'15'+83.02.02.01+26.31
6'+9416'+0316'+78-L-STA. 15+35.26
RETAINING WALL
BEGIN
-L-STA. 16+00.00
RETAINING WALL
END
C
C
C F
C
F
F
C
F
F
F
F
C C C C
C
F
F
C
C
F
F
C
CFCF
F
F
F
C
-L- STA. 19+51.00
END TIP PROJECT 17BP.14.R.1771015
20
-L- STA. 10+95.00
BEGIN GRADE
-L- STA. 19+26.00
END GRADE
-L- PC Sta. 10+00.00
-L- PT Sta. 11+97.88-L- PT Sta. 13+94.88-L- PT Sta. 21+07.80-L - P T Sta. 19+25.09-L- PC Sta. 17+61.59-L - PC Sta. 19+80.91
-L- STA. 10+70.00
BEGIN TIP PROJECT 17BP.14.R177
10
-DR1- POT Sta. 12+01.12
-DR2- PRC Sta. 10+85.42
-DR1- PT Sta. 10+68.76
-DR1- PC Sta. 10+25.18-L- PC Sta. 12+98.73
-DR1- POT Sta. 10+00.00
-L- POT Sta. 14+36.77 =
-DR2- PC Sta. 10+34.49
-DR2- POT Sta. 10+00.00
-DR2- POT Sta. 11+83.42
-DR2- PT Sta. 11+59.90
-L- POT Sta. 15+59.25 =
C
C
C F
C
F
F
C
F
F
F
C
F
C
ROCK
PILE
ROCK
PILE
ROCK
WALL
ROCK
15" CMP
COLUMNSCONC
SOIL
SIGN
SIGN
SIGN
9
PONDSOILN 73°39'06" E
8"
PVC #40
HAYWOOD EMC
SORRELLS CREEK
2 BL-2 623851.7506 838556.8134 3112.33 18+15.81 13.40 LT
1 BL-1 623629.7926 838744.4744 3129.47 15+29.40 16.11 RT
G100 GPS-100 623148.4570 838992.9520 3162.17 OUTSIDE PROJECT LIMITS
------------ ---------------- ---------------- ---------------- ---------------- ---------------- ----------------
POINT DESC. NORTH EAST ELEVATION EL STATION OFFSET
BL
3158.84'
O/H WIRE ELEV.
INV=3116.23'
INV=3125.43'
INTAKE
INV=3125.64'
INV=3127.76'
4 17BP.14.R.177 NAD
8
3/ 2
0
11
SHEET 2 OF 5
PERMIT DRAWING
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
S S SURFACE WATER
DENOTES IMPACTS IN
P P
(POND)
SURFACE WATER
DENOTES IMPACTS IN
15"
TB 2GI
GRADE TO DRAIN
DRAIN
GRADE TO 15"
FLOWABLE FILL
1
8" RCP-I
V
TB 2GI
1
2
3
4
5
3
20.00
+40.00
-DR2-
58.38
+41.15
0401
0402
SITE 1
SITE 2 CANOP
YWD
R
AIL
F
E
N
C
E WD FE
NCE
WD FENCEGRSOILT
ROCK
T
A
N
K
S
E
P
TI
C
APPROX. DRAIN FIELD
PILE
ROCK
PILE
ROCK
WALL
ROCK
15" CMP
15" CMP
EXISTING R/W
EXISTING R/W
EIP
EIP
EIP
NAIL
NAIL
REFERENCE MONS.
FOREST SERVICE
EIP
EIP
R
/
R SPIK
ES
3
7
°
3
6'
4
9
" W2
8
8.
0
0'S 13°59'07" E279.99'
SPLIT RAIL
REC. CENTER1 S FTENT SITES
S 46°25'26" E
59.83'
S 41°09'17" E
61.48'
S
0
1°12'3
3" E3
9.6
6'S

19
°10'0
3
" E
8
8
.5
8'
S
0
0°5
8'4
7" E8
0
2.5
9'S 79°09'56" W79.26'S 82°53'10" W76.81'26.73'
S 82°38'04" W
36.87'N 89°57'18" E504.20'32.15'S 41°37'58" E
198.51'N 47°42'05" EN 73°48'22" E240.88'N 73°40'31" E82.97'INV=3144.23'
INV=3144.98'
15"
C
MP IN
V
=3109.17'
I
NV=3108.34'24" CMP
WD SHED
COLUMNSCONC
SOIL
SIGN SIGN
SIGN
SIGN
SIGN
SIGN
SPLIT RAIL
SIGN
ROCK
2
3
4
5
6
7
8
9
10
11
12
DB 570 PG 1705
CRISTINE MARSHALL
DB 480 PG 92
POND
SOILS 12°33'52" E128.26'49.89'S 86°02'15" E112.81'N 56°48'45" E74.29'N 40°38'55" E
4.52'SOIL69.85'
N 73°39'06" E
29.49'
N 35°38'59" E
32.36'
S 37°58'45" W
DB 480 PG 92
DANIEL BOONE COUNCIL, INC.,BOY SCOUTS OF AMERICA
DB 467 PG 1924
BETTY S. PEARSON
DB 702 PG 1887
DB 790 PG 938
WILLIAM J. WHITE
JULIO DELANOY, ET AL
DB 734 PG 2449
HIGHLANDS DEVELOPMENT GROUP, LLC
45.00'PRIVATE R/WPRIVATE R/W8" PVC
8" PVC
SIGN
NO #
HAYWOOD EMC
NO #
HAYWOOD EMC
#F7705 P37P2
HAYWOOD EMC
#T14942 41 F20645
HAYWOOD EMC
# 3
AT&T
#T15371 F916813
HAYWOOD EMC
#40
HAYWOOD EMC
NO #
HAYWOOD EMC
#T15866 39
HAYWOOD EMC
#38HAYWOOD E
MC
SORRELLS CREEK
SORRELLS CREEK
LITTLE EAST FORK PIGEON RIVER
LITTLE EAST FORK RD.
SR 1129 18' BST
0.83 MI. T
O SR 1240
SC
H
O
OL H
O
USE BR
A
NC
H R
D.
WAYNESVILLE, NC 28785
376 GRINDSTONE RD.
HAYWOOD EMC
HENDERSONVILLE, NC 28792
500 DUNCAN HILL RD.
AT&T
3158.84'
O/H WIRE ELEV.45.00'
0.
5
6'45.00'EXISTING R/W
EXISTING R/W
INV=3114.61'
INV=3116.23'
INV=3125.43'
INTAKE
INV=3125.64'
INV=3127.76'45.00'EXISTING R/
W
EXISTING R/
W
ROCK
SILO
SILO
B
AT
H
H
O
USE
WALL
ROCK
EMC NO #
HAYWOOD
BOY SCOUTS OF AMERICA
DANIEL BOONE COUNCIL, INC.,
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
REVISIONS HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
7/29/2019J:\188360C - 2015 W Divisions Planning & Design On-Call\I188360C Group 3 Bridges\17BP.R177.430237\Hydraulics\PERMITS_Environmental\Drawings\17BP.R177_hyd_prm_psh_3.dgnUSRS014168/17/99INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
434 Fayetteville Street Suite 1500
Raleigh, NC 27601 - 919.836.4040
LICENSE NO. F-0165
www.wsp.com
15" 15"
15" RCP-III
GRADE TO DRAINGRADE TO DRAIN
DRAIN
GRADE TO
REMOVE15"
FLOWABLE FILL
GRADE TO DRAIN
DRAIN
GRADE TO 24" RCP-IVTO DRAIN
DAM GRADE
AND EARTHEN
8" PVC PIPE
REMOVE INTAKE, 9.1'9.1'.005.013.01.03.01.02.0322'.03.00.03.02.01.03.02.01.00.01.02.04.03.02.01.00.01.02.02.066.03.06.04.05.0416'EXISTEX IST9.2'9.2'10'10'10'10'STA. 16+05.00
STA. 15+42.18 TO
SBG
10
'15'+83.02.02.01+26.31
6'+9416'+0316'+78-L-STA. 15+35.26
RETAINING WALL
BEGIN
-L-STA. 16+00.00
RETAINING WALL
END
C
C
C F
C
F
F
C
F
F
F
F
C C C C
C
F
F
C
C
F
F
C
CFCF
F
F
F
C
-L- STA. 19+51.00
END TIP PROJECT 17BP.14.R.1771015
20
-L- STA. 10+95.00
BEGIN GRADE
-L- STA. 19+26.00
END GRADE
-L- PC Sta. 10+00.00
-L- PT Sta. 11+97.88-L- PT Sta. 13+94.88-L- PT Sta. 21+07.80-L - P T Sta. 19+25.09-L- PC Sta. 17+61.59-L - PC Sta. 19+80.91
-L- STA. 10+70.00
BEGIN TIP PROJECT 17BP.14.R177
10
-DR1- POT Sta. 12+01.12
-DR2- PRC Sta. 10+85.42
-DR1- PT Sta. 10+68.76
-DR1- PC Sta. 10+25.18-L- PC Sta. 12+98.73
-DR1- POT Sta. 10+00.00
-L- POT Sta. 14+36.77 =
-DR2- PC Sta. 10+34.49
-DR2- POT Sta. 10+00.00
-DR2- POT Sta. 11+83.42
-DR2- PT Sta. 11+59.90
-L- POT Sta. 15+59.25 =
C
C
C F
C
F
F
C
F
F
F
C
F
C
ROCK
PILE
ROCK
PILE
ROCK
WALL
ROCK
15" CMP
COLUMNSCONC
SOIL
SIGN
SIGN
SIGN
9
PONDSOILN 73°39'06" E
8" PVC #40
HAYWOOD EMC
SORRELLS CREEK
2 BL-2 623851.7506 838556.8134 3112.33 18+15.81 13.40 LT
1 BL-1 623629.7926 838744.4744 3129.47 15+29.40 16.11 RT
G100 GPS-100 623148.4570 838992.9520 3162.17 OUTSIDE PROJECT LIMITS
------------ ---------------- ---------------- ---------------- ---------------- ---------------- ----------------
POINT DESC. NORTH EAST ELEVATION EL STATION OFFSET
BL
3158.84'
O/H WIRE ELEV.
INV=3116.23'
INV=3125.43'
INTAKE
INV=3125.64'
INV=3127.76'
3102
31023103
310331033
10
4
310431043105
310531053105
310531053105310531053106
310631063
1
0
6
31073107
3107310731083108
310831083109310931093110
3110311031103110311031103110311031103111
31113111311131113112
311231123112
3113
31133113
3113
3
114
3114311431143115
311531153115311531153115
3115
311631163116
311731173117
311831183118
311931193119
3119
31203120312031203120
3120 3120312031213121 31213121312131223122312231233123 31233123 3124312431243124
31253125312531253125
3125
3125312531263126312631263126
3127
31273127
3127312731283128
3128
31293129
3129
3130313031303130 31303130
313031313131 313131313131
31323132
3132
313231333133
3133
31343134
3134
31343135313531353135313531353135313631363136 3136313731373137313831383138
31393139
3139
31393140314031403140
3140
3140 3140314031413141 314131423142 3142314231433143 314331443144 31443145
3145314531453145
31453145 31453146 314631463147
314731483148314931493150 315031503150315031513151315231523153
31533154
315431553155
315531553156
31563157
31573158
315831583159
31593159316031603160316031613161316231623163316331643165316531663167316831693170317031713172317331743175317631773178317931803181318231833184318531863187318831893190319131923113
31143115
31183119311931203120
3120
3120312
1
312131223122312231233123
3123 312431243124 3125312531253125
3125
3125312531263126312631263126
3127
31273127
31283128
3128
31293129
31303130313031303130
31313131 31313131
31323132
313231333133
31343134
313431353135313531363137313831404 17BP.14.R.177 NAD
8
3/ 2
0
11
SHEET 3 OF 5
PERMIT DRAWING
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
S S SURFACE WATER
DENOTES IMPACTS IN
P P
(POND)
SURFACE WATER
DENOTES IMPACTS IN
15"
TB 2GI
GRADE TO DRAIN
DRAIN
GRADE TO 15"
FLOWABLE FILL
1
8" RCP-I
V
TB 2GI
1
2
3
4
5
3
20.00
+40.00
-DR2-
58.38
+41.15
0401
0402
CANOP
YWD
R
AIL
F
E
N
C
E WD FE
NCE
WD FENCEGRSOILT
ROCK
T
ANKS
E
P
TI
C
APPROX. DRAIN FIELD
PILE
ROCK
PILE
ROCK
WALL
ROCK
15" CMP
15" CMP
EXISTING R/W
EXISTING R/W
EIP
EIP
EIP
EIP
NAIL
NAIL
GPS-101
REFERENCE MONS.
FOREST SERVICE
EIP
EIP
R
/
R
S
PIK
ES
3
7
°
3
6'
4
9
" W2
8
8.
0
0'S 13°59'07" E279.99'
SPLIT RAIL
REC. CENTER1 S FTENT SITES
S 46°25'26" E
59.83'
S 41°09'17" E
61.48'S
0
1°12'3
3" E3
9.6
6'S

19
°10'
0
3
" E
8
8
.5
8'S 79°09'56" W79.26'S 82°53'10" W76.81'26.73'
S 82°38'04" W
36.87'32.15'S 41°37'58" E
198.51'N 47°42'05" E57.65'N 47°18'01" E36.73'N 73°48'22" E240.88'N 73°40'31" E82.97'INV=3144.23'
INV=3144.98'
15"
C
MP IN
V
=3109.17'
I
NV=3108.34'24" CMP
WD SHED
COLUMNSCONC
SOIL
SIGN SIGN
SIGN
SIGN
SIGN
SIGN
SPLIT RAIL
SIGN
ROCK
SPIKE IN BASE OF 18" OAK
-BL- STA. 9+61.39 38.18' RT.
BM #1 ELEV. 3137.70'
NAIL IN BASE OF 8" POPLAR
-BL- STA. 9+93.76 37.39' LT.
BM #2 ELEV. 3132.21'
2
3
4
5
6
7
8
9
10
11
12
DB 570 PG 1705
CRISTINE MARSHALL
DB 480 PG 92
BL-1 BL-2POND
SOILS 12°33'52" E128.26'49.89'S 86°02'15" E112.81'N 56°48'45" E74.29'N 40°38'55" E
4.52'SOIL69.85'
N 73°39'06" E
29.49'
N 35°38'59" E
32.36'
S 37°58'45" W
DB 480 PG 92
DANIEL BOONE COUNCIL, INC.,BOY SCOUTS OF AMERICA
DB 467 PG 1924
BETTY S. PEARSON
DB 702 PG 1887
DB 790 PG 938
WILLIAM J. WHITE
JULIO DELANOY, ET AL
DB 734 PG 2449
HIGHLANDS DEVELOPMENT GROUP, LLC
45.00'PRIVATE R/WPRIVATE R/W8" PVC
8" PVC
SIGN
#T917431
HAYWOOD EMC
NO #
HAYWOOD EMC
NO #
HAYWOOD EMC
#F7705 P37P2
HAYWOOD EMC
#T14942 41 F20645
HAYWOOD EMC
# 3
AT&T
#T15371 F916813
HAYWOOD EMC
#40
HAYWOOD EMC
NO #
HAYWOOD EMC
#T15866 39
HAYWOOD EMC
#38HAYWOOD E
MC
SORRELLS CREEK
SORRELLS CREEK
LITTLE EAST FORK PIGEON RIVER
LITTLE EAST FORK RD.
SR 1129 18' BST
0.83 MI. T
O SR 1240
SC
H
O
OL H
O
USE BR
A
NC
H R
D.
WAYNESVILLE, NC 28785
376 GRINDSTONE RD.
HAYWOOD EMC
HENDERSONVILLE, NC 28792
500 DUNCAN HILL RD.
AT&T
3158.84'
O/H WIRE ELEV.
GPS-100
45.00'
0.
5
6'45.00'EXISTING R/W
EXISTING R/W
INV=3114.61'
INV=3116.23'
INV=3125.43'
INTAKE
INV=3125.64'
INV=3127.76'
-EL-
-EL-45.00'EXISTING R/
W
EXISTING R/
W
ROCK
SILO
SILO
B
AT
H
H
O
USE
WALL
ROCK
EMC NO #
HAYWOOD
BOY SCOUTS OF AMERICA
DANIEL BOONE COUNCIL, INC.,
C
C
C F
C
F
F
C
F
F
F
F
C C C C
C
F
F
C
C
F
F
C
CFCF
F
F
F
C
9.1'9.1'.005.013.01.03.01.02.0322'.03.00.03.02.01.03.02.01.00.01.02.04.03.02.01.00.01.02.02.066.03.06.04.05.0416'EXISTEX IST9.2'9.2'10'10'10'10'10
'15'+83.02.02.01+26.31
6'+9416'+0316'[phone]
10
15" 15"
15" RCP-III
GRADE TO DRAINGRADE TO DRAIN
DRAIN
GRADE TO
REMOVE15"
FLOWABLE FILL
GRADE TO DRAIN
DRAIN
GRADE TO 24" RCP-IVTO DRAIN
DAM GRADE
AND EARTHEN
8" PVC PIPE
REMOVE INTAKE,
3102
3102310
3
310331033
10
4
310431043105
310531053105
310531053105310531053106
310631063
1
0
6
31073107
3107310731083108
310831083109310931093110
3110311031103110311031103110311031103111
31113111311131113112
311231123112
3113
31133113
3113
3114
3114311431143115
311531153115311531153115
3115
311631163116
311731173117
311831183118
311931193119
3119
31203120312031203120
3120 3120312031213121 31213121312131223122312231233123 31233123 3124312431243124
31253125312531253125
3125
3125312531263126312631263126
3127
31273127
3127312731283128
3128
31293129
3129
3130313031303130 31303130
313031313131 313131313131
31323132
3132
313231333133
3133
31343134
3134
31343135313531353135313531353135313631363136 3136313731373137313831383138
31393139
3139
31393140314031403140
3140
3140 3140314031413141 314131423142 3142314231433143 314331443144 31443145
3145314531453145
31453145 31453146 314631463147
314731483148314931493150 315031503150315031513151315231523153
31533154
315431553155
315531553156
31563157
31573158
315831583159
3159315931603160316031603161316131623162316331633164316531653166316731683169317031703171317231733174317531763177317831793180318131823183318431853186318731883189319031913192NAD
8
3/ 2
0
11
SEE PROJECT SPECIAL PROVISIONS
ENVIRONMENTALLY SENSITIVE AREA
EROSION CONTROL PLAN
NOTE:
DRAINAGE OUTLETS.
PLACE TEMPORARY ROCK SILT CHECKS TYPE - A AT
FOR CONSTRUCTION AND MAINTENANCE ACTIVITIES MANUAL
REQUIREMENTS IN THE NCDOT BEST MANAGEMENT PRACTICES
BRIDGE REMOVAL AND BRIDGE CONSTRUCTION SHAL BE PER
INTO SPECIAL STILLING BASINS
DEWATER AREA BEHIND IMPERVIOUS DIKES
CONSTRUCTION SHEET 4
EROSION CONTROL FOR
CLEARING AND GRUBBING
WASHOUT STRUCTURE.
CONCRETE TRUCKS SHALL BE ALLOWED EXCEPT IN THE CONCRETE
USE THE CONCRETE WASHOUT STRUCTURE. NO WASHOUT OF
MAINTAINED BY THE CONTRACTOR. ALL CONCRETE TRUCKS SHALL
IN THE FIELD. CONCRETE WASHOUT STRUCTURE SHALL BE
ACTUAL LOCATION OF THE STRUCTURE SHALL BE DETERMINED
STRUCTURE PER THE NCDOT DETAIL AND SPECIAL PROVISIONS.
CONTRACTOR SHALL INSTALL ONSITE CONCRETE WASHOUT
-L- STA. 19+26.00
END GRADE
-L- STA. 19+51.00
END TIP PROJECT 17BP.14.R.177
-L- STA. 10+95.00
BEGIN GRADE
-L- STA. 10+70.00
BEGIN TIP PROJECT 17BP.14.R177
-L- POT Sta. 14+36.77 =
-DR1- POT Sta. 10+00.00
-DR2- POT Sta. 10+00.00
-L- POT Sta. 15+59.25 =
EC-4/CONST.4
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
17BP.14.R.177
DIKE
IMPERVIOUS
DDSHEET 4 OF 5
PERMIT DRAWING
B
B
1
2
3
4
5
3
42.50
+67.00
61.00
+28.00
30.00
+06.00
18" RC
P-I
V
TB 2GI
EST 42 SY GF
EST 16 TONS
LINE w/ CLASS A RIPRAP
EST 34 SY GF
EST 13 TONS
LINE w/ CLASS A RIPRAP
EST 51 SY GF
EST 19 TONS
SEE DETAIL A
STA 11+50 TO 12+10 -L- LT
SPECIAL CUT DITCH
EST 42 SY GF
EST 16 TONS
SEE DETAIL A
STA 14+50 TO 15+00 -L- LT
SPECIAL CUT DITCH
FLUME
CONCRETE
INSTALL
SEE DETAIL B
STA 18+00 TO 19+50 -L- RT
SPECIAL CUT DITCH
EST 102 SY GF
EST 38 TONS
LINE w/ CLASS A RIPRAP
EST 200 SY GF
EST 75 TONS
SEE DETAIL B
18+00 -L- RT
STA 15+75 TO
SPECIAL CUT DITCH
EST 12 SY GF
EST 11 TONS
SEE DETAIL C
EMBANKMENT
RIPRAP AT
500 CU YD
TO EL 3120'
EXCAVATE AND GRADE
EST 10 SY GF
EST 8 TONS
AT EMBANKMENT
CLASS I RIPRAP
EST 10 SY GF
EST 8 TONS
AT EMBANKMENT
CLASS I RIPRAP
EST 20 SY FF
EST 12 TONS
AT EMBANKMENT
CLASS I RIPRAP
0401
0402
Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fill In Fill In in Clearing in SW SW Impacts Impacts StreamNo. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)1 14+48/15+50 Bridge < 0.01 0.04 5 130 2 15+42/16+60 Pond 0.15 TOTALS*: 0.15 0.04 5 130 0*Rounded totals are sum of actual impactsNOTES:Revised 2018 Feb SHEET 5OF 5 WETLAND AND SURACE WATER IMPACTS SUMMARYWETLAND IMPACTS SURFACE WATER IMPACTSHAYWOOD COUNTYSF-43023717BP.14.R.177NC DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYS7/27/2019