20190586 Ver 1_u5888_Permit Drawings_05022019_PCN submittal_20190503

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STATE OF NORTH C AROLI A
Ih [ ' I . I f l: *I ,. m I G IW i . 4i 1 "
HAYWOOD COUNTY
LOCATION: WAYNESVILLE - INTERSECTION OF US 23
BUSINESS (N. MAIN ST.) AND WALNUT ST.
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C
IS: TYPE OF WORK: GRADING, DRAINAGE, PAVING, & CULVERT.
0
WETLAND AND SURFACE WATER IMPACTS PERMIT
BEGIN CONSTRUCTION
-Y3- STA.11 +50.00
00 Z76
T U
Ca
-Y4- STA. 14+00.00
BEGIN CULVERT
See Sheet 1-A For Index of Sheets -Y4- sTA1s+.151
1.
See Sheet 9-B For Conventional Symbols 4-
o�,.TAr ,.,,Ar�TT,T,,,T,,,�,
BEGIN TIP PROJECT U-5888
-Ll- STA.10 + 60.00
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II.
THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF THE TOWN OF WAYNESVILLE.
GRAPHIC SCALES
20 10 0 20 40
PLANS
20 10 0 20 40
PROFILE (HORIZONTAL)
4 2 0 4 8
PROFILE (VERTICAL)
DESIGN
DATA
ADT 2021 =
71800
ADT 2040 =
9,000
K =
9 %
D =
50 %
T
6 %
V
40 MPH
TTST = 2%
DUAL = 4%
FUNC. CLASS =
MINOR ARTERIAL
PROJECT LENGTH
LENGTH ROADWAY TIP PROJECT U-5888 = 0.240 MILES
TOTAL LENGTH TIP PROJECT U-5888 = 0.240 MILES
NOTE: -Ll- AND -1-2- USED FOR PROJECT LENGTH
-Y2- STA. 17+10.00
TrATB TATB PROIBCT RBPBRBNCB NO. NBBT TOTAL
NO. BI@BT8
1.�. U-5888
T. PROl. NO. P. A.PROr.N0. D63CR@TION
44625.1.1 WA PE
44625.1.1 WA RW /UTIL.
END TIP PROJECT U-5888
-L2- STA. 23 + 25.00
HYDRAULICS ENGINEER
Prepared in the Office f
Prepared for:
ENGENEERING
DIVISION OF HIGHWAYS
DIVISION 14
1223 Jones Franklin Rd. Raleigh, N.C. 27606
153 Webarer Road
License No. F-0377
Bus: 919.851.8077 Fax: [phone]
Sylva NC, 28779
2012 STANDARD SPECIFICATIONS
GREG S. PURVIS, PE
RIGHT OF WAY DATE:
PROJECT ENGINEER
June 30 2018
JONATHAN HEFNER, PE
LETTING DATE:
PROJECT DESIGN ENGINEER
February 18, 0020
NCDOT CONTACT:
J. SCOTT MILLER, III
DIVISION 14 DDC ENGINEER
ROADWAY DESIGN
ENGINEER
P.E.
PERMIT DRAWING
SHEET 1 OF 8
-Y5- STA. 10+00.00
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED

DETAIL A
SPECIAL CUT DITCH
( Not to Scole)
Front
Slope
pt Ditch
Ground
Min. D= 1 FI.
FROM -Ll- STA. 11+00 TO STA. 11+65 RT.
- FROM -Y5STA. 13+00 TO STA. 14+29 LT.
FROM -Y6- STA. 11+50 TO STA. 12+37 RT.
DETAIL G
SPECIAL LATERAL BASE DITCH
(Notto Scale)
NaNrol \ �t Fill
Ground 7;� 1' Mgt Slope
d D F\o
Geot-il. B
Min. D= 5 Ft.
EST TON CLASS 'I' RIP RAP = 350 TONS Max. d= 5 Ft.
EST GEOTEXTILE = A70 SY B= 10 Ft.
Type ofLiner- CLASS I Rip -Rap
DETAIL D
TOE PROTECTION
( Not. Scal.)
�.EOO—LE
FILL
NATURALSLOPE
GROUND d
d= 1 Ft.
Type of Liner= Class B Rip -Rap
FROM -Y6- STA. 11+77 TO STA. 12+03 LT.
(LT TO RT LOOKING DOWNSTREAM)
EXCAVATE NOT TO SCALE
RAP 1 ��
LE (T1'P.) IVII
DEPT
VAR
O 8' y
DETAIL E
TOE PROTECTION
(Nm to scale)
Nafaral
Ground
d= 1 Ft.
6= 5 Ft.
Geotextile
Type of Liner=
Class B Rip -Rap
FROM -Y6- STA. 12+03 TO STA. 12+31 LT.
CLASS T RIP
W/GEOTEXTI
EXCAVATE,
NATURAL
GROUND
V BENCH
DEPTH
V
5, TO
IES
TIE 8'
CHANNEL WIDTH
BENCH WIDTH
VARIES FROM
7'TO 10'
VARIES FROM
0'TO 11'
'.ST TON CLASS T RIP RAP = 130 TONS
DDE = 175 CY
EST GEOTEXTILE = 185 SY
FROM -Y4- STA. 14+38 TO
STA. 14+97 RT.
1/3 1/3 1/3
BANKFULL BANKFULL BANKFULL
WIDTH I WIDTH I WIDTH
1
DETAIL F
SPECIAL CUT DITCH
I Not to Scale)
at Fmnt
NaNral 3', Ditch
Graand
d 1`'
FROM -Y6- STA. 11+50 TO STA. 11+77 LT
ac
OUTLET TYPICAL
(LT TO RT LOOKING DOWNSTREAM)
NOT TO SCALE
21
RETAINING WALL
PROP. -Y3-
I
I.,I.
TE
NATURAL
��EXC
GROUND
PBENCH
CLASS 11' RIP RAP
W/GEOTEXTILE (1YP.)
CHANNEL WIDTH BENCH WIDTH
VARIES FROM VARIES FROM
8' TO 10' 0' TO 11'
EST TON CLASS 'I' RIP RAP = 85 TONS DDE =
EST GEOTEXIILE = 125 SY
DEPTH
VARIES
6' TO 9'
220 CY
FROM -Y4- STA. 15+12 TO STA. 15+62 LT.
HEADETAIL H SEE DPROFILE ER �FOR
P
FLOW ELEVATION
!�AInn//A��n// >V���A��� �
BACKFILL, TYP.
#57 STONE
GEOTEXTILE
POOL
-HEADER.
ROCK
FOOTER POOL EXCAVATED PER
ROCK DIRECTION OF ENGINEER
A
KEY IN VANE TO BANK
MINIMUM OF AT AN
ELEVATION EQUAL TO
BANKFULL OR SLIGHTLY
LOWER PLAN VIEW
#57 STONE .'M2
PERMIT DRAWING
SHEET 2 OF 8
SET HEADER ROCK BACK
A MINIMUM OF 1/3 WIDTH
OF THE FOOTER ROCK
------------
BED
EXCAVATED POOL
EXCAVATED TRENCH
FOR ROCK CROSS VANE — GEOTEXTILE
CONSTRUCTION
SECTION A -A
BANKFULL
FLOW 41 TO 10% SLOPE
TIE VANE ARM INTO
BANKFULL ELEVATION
HEADER
ROCKS
BACKFILL, TYP.___�� --
#57 STONE GEOTEXTILE FOOTER —BED
ROCKS
2 ROCKS IN VANE ARM SHOULD
MINIMUM NOT BE GAPPED OR HAVE ANY
SIGNIFICANT SPACES
ROCK CROSS VANE
SECTION B-B
NOTES:
1) DEEPEST PART OF POOL TO BE IN LINE WITH WHERE
VANE ARM TIES INTO BANKFULL.
2) DO NOT EXCAVATE POOL TOO CLOSE TO FOOTER BOULDERS.
3) CLASS "A" STONE CAN BE USED TO REDUCE VOIDS
BETWEEN HEADERS AND FOOTERS.
DETAIL 4) COMPACT BACKFILL TO EXTENT POSSIBLE OR AT THE
DIRECTION OF THE ENGINEER.
5) POOL DEPTH SHOULD BE 2 TO 3 TIMES BANKFULL DEPTH.
NOT TO SCALE
-Y5- STA. 12+07 RT.
ao
O Y
90
0
LL

PERMIT DRAWING
SHEET 5 OF 8

cQ 1223 ]ones Franklin Rd. PROJECT REFERENCE NO. SHEET NO.
ETHERILL Raleigh, N.C. 27606
ENGINEERING License No.F-0377 u-5888 7
BUS: 919 S51 8077 RW SHEET NO.
PERMIT D RAW I N G ` / / / / �` J 1� 1 Fax: [phone] ROADWAY DESIGN HYDRAULICS
//r \ � JII /J l I TRANSPORTATION PIANNGING/DESIGN-BRIDGE/STRUCTURE DESIGNIGN ENGINEER ENGINEER
SHEET 7 OF 8 OML S ES E DEIGN - S/GPS - CONSTRUCTION OBSERVATION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
DENOTES IMPACTS IN � \ / // � � \\\\ >
SURFACE WATER �j /� O.F I INC®IUSEFOR W ��.�N�
\ \ / / f / DO NOT USE FOR ! W ACQUISITION
630—
DENOTES TEMPORARY
IMPACTS IN SURFACE WATER \\�f _ — jj �� "6' 1 DEREK s.0ATE5�q
gs
RFS
40' 0' 40'
f LF
GRAPHIC SCALE ���� �� � � / / / / ,� / / / UGH � �oN�, -- — RETAI \ y �
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PLUG
SILL26
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BETTE H.EDNARDS / / ` ✓ 2/ �— —� 5 yypp���L��yy V — I
y / PROPER�ES i NV
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SPECIALCUT DITC A ISFD � � / DEEE DETAIL A V)
NO RA E T E OTCB LIJ
G \�- 'Ax I N
/ S ISFD I I CB 0
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MTL CANOPY �
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—� ss _ --_ — — --— - _ AY
OI1Stlld � Z — _p— — — — — — I I
---------------- ---- e God % W
50� a \ M Z
—TB TB �B TB S � -�
2
—14
s�
ss /
3 TONS CLASS B RIP RAP W/ // _p�fE DUE"^NS CQ
11 SY GEOTEBTILE FABRIC VDU REMOVE / /'O ?F S
l 44
SPECIAL LATERAL / ND
—x
GR ._. � r 1 $EEBASE
I�jGI(� 1,� / /g•C� TFR/A<
lJ 1JTLL A`\l�rl / �ETAIN
Sr� �— /
�[9Z�
@ISBRD
TDNN DF NAYISVILE BST
ROCK CROSS VANE
SEE DETAIL H ISFD / /
-----------------
1
RODNEY D. LONE /
FOR —YS—, —Y6— PROFILE, SEE SHEET NO. 11
SEE SHEET NO. 2D-1 FOR DRAINAGE DETAILS

WETLAND PERMIT IMPACT SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Site
No.
Station
(From/To)
Structure
Size / Type
Permanent
Fill In
Wetlands
(ac)
Temp.
Fill In
Wetlands
(ac)
Excavation
in
Wetlands
(ac)
Mechanized
Clearing
in Wetlands
(ac)
Hand
Clearing
in
Wetlands
(ac)
Permanent
SW
impacts
(ac)
Temp.
SW
impacts
(ac)
Existing
Channel
Impacts
Permanent
(ft)
Existing
Channel
Impacts
Temp.
(ft)
Natural
Stream
Design
(ft)
1
2@11'X9' RCBC (50' Extension)
50
170
1
Rip Rap, Benching and Retaining Wall
120
2
Cross Vane and Rip Rap Stabilization
155
175
TOTALS*:
1 325
345
1 0
*Rounded totals are sum of actual impacts
NOTES:
1024