20200667 Ver 1_U-5887_Permit Drawings_5-8-2020_edits 5 14 2020_20200520

• •
See Sheet IA For Index of Sheets
See Sheet I B For Standard Symbology Sheet
'as 1780 ° o
Spartan 1 4
NDERSO ILLE Heights
176
1935 END T PROJECT U-5 7
1
z9 1937 �p N Y 783 3
1937 m 3(i t^ ' \ i 1819
1936
1820
Chickadee o
05 � Nmae�
—1935 Cy�9 1825 Oakdale
Cemetery
1821
i PRO 182
BEGIN T 887 a ° '�S
sI
VICINITY MAP (1V T.S)
STATE OF NORTH CAROI ILA PERMIT DRAWING
DIVISION OF HIGHWAYS SHEET 1 OF 10
HENDERSON COUNTY
LOCATION: SR 1783 (NORTH HIGHLAND LAKE ROAD) FROM NC225
TO WEST OF US 176
TYPE OF WORK: GRADING, DRAINAGE, PAVING, SIGNALS,
SIGNING, AND RETAINING WALLS
WETLAND AND SURFACE WATER
IMPACTS PERMIT
—Y6— HIGHLAND GOLF DR.
—Y5— HIGHLAND GOLF DR. I
—Y4— PARK ENTRANCE
s
—L— NORTH HIGHLAND LAKE ROAD N
(SR 1783) I " PATH— MULTI —USE PATH
—Y1— NC225
GREENVILLE HIGHWAY
BEGIN TIP PROJECT U-5887
—L— STA.10 + 00.00
GRAPHIC SCALES
50 25 0 50 100
PLANS
50 25 0 50 100
PROFILE (HORIZONTAL)
10 5 0 10 20
PROFILE (VERTICAL)
DESIGN
DATA
ADT 2010 =
6700
ADT 2040 =
7200
T -
5 %
V
35 MPH
* TTST =2
DUAL 3
FUNC CLASS =
RURAL COLLECTOR
—Y7— JAMES ST.
SR 1820
—IRK— BLUE RIDGE SOL
—Y3— HIGHLAND PARK .
SR 1823
—14— Lll V11LL1L AIL LL L1�1i Ll\.
SR 1825
Portions of this project are within the Village of Flat Rock and the City of Hendersonville.
Design exceptions on this project for horizontal and vertical curves.
Clearing on this project shall be performed to the limits established by method II.
9TATB
BTATB PRO]RC1' RBPRRRNCR N0.
BRSET
NO.
TOTAL
BI@RT8
N.C.
U-5887
i
e
TR PROI.NO
.6PR01.
D&9CR�'CION
44634.1.1
1VA
PE
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VM ❑ m
b ❑ a
Yaugr�&Mellon s'e sa
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(� Cons�AS esrs ❑
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-a¢sxsisnB ❑ M
❑ ❑ c
see s„ 9«s oa ,s, oaea ❑
- —Y8— US 176
SPARTANBURG HIGHWAY
\END TIP PROJECT U-5887
—L— STA. 66+16.58
'THERN RAILROAD
2D.
DESIGN EXCEPTION FOR HORIZONTAL
AND VERTICAL CURVES REQUIRED
PRELIMINARY PLANS
DO NOT USE MR CONSTRUCTION
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PROJECT LENGTH Prepared In the Office of.. HYDRAULICS ENGINEER
VA UGHN & MELTON, INC.
1318-F PATTON AVENUE ASHEVILLE, NC 28806 PHONE [phone]
LENGTH ROADWAY TIP PROJECT U-5887 = 1.064 MILES 2018 STANDARD SPECIFICATIONS
P8
TOTAL LENGTH OF TIP PROJECT U-5887 — 1.064 MILES SIGNATURE.
RIGHT OF WAY DATE: REECE M. SCHULER, P.E., P.L.S
PROJECT ENGINEER ROADWAY DESIGN
ENGINEER
CONTACT: JONATHAN WOODARD, PE
DIVISION 14 SENIOR PROJECT ENGINEER LETTING DATE: JPHILPOT
PROJECCTTDESIGN ENGINEER
P.E.

SEE NOTE 1
TEMP. IMPACTS IN
SURFACE WATER -
IMPACTS IN
SURFACE WATER
(28' x 6' CONSPAN ARCH)
IMPACTS IN TEMP. IMPACTS IN
TRUSTEES OF PINECREST SURFACE WATER SURFACE WATER
PRESBYTERIAN CHURCH (BANK STABILIZATION)
PERMIT -L- PC Sto23+27,90
SITE #1 PERMIT
SITE #2
-L- PT StoJ8+6292 E LACE OF LAT ROCK \
-3 ELEV. �9° LT. MEN/NGER
BM y, '
-BL- STA. 16+06.22 BL, pOPLA
T
BASE �F 48
NAIL, \ "" -
,1,ER�� CL I S
KING CREEK 50 T SYGF
PUE " EST
IAE91NGER CREEK _ NSP N S
P
CL B P m
Z FG ESTRIP 3 RAP SO PUE REMOVE PIPE
m �eE :; RCPAII
CB
PERMIT DRAWING
SHEET 2 OF 10
IMPACTS IN
SURFACE WATER
(18" PIPE OUTLET AND DITCH)
_1
1♦
�F Si F - EXIST
} l2' O xoeE w F °—f /M'f
'"+ J TO BE REMOV V N w \\
_ O
o X . Ih IMPACTS IN _ \ N W _F�I IMPACTS IN
aUMP - SF I \
rn SURFACE WATK s°'L —SURFACE WATER
rn -- (BANK STABILIMION) is RT dl� / (28' x 6' CONSPAN ARCH)
-L- ST_ 22+29A3 1 `
RT \ o
-L- STA22+58.70
�g I ADDISON BROWN
JOSEPH WYBANK
— (3 TE 1v&T \
C C DAM / \
/
HIGHLAND LAX Yr /
\ /
/ KERRY P. LINDSEY
/
® IMPACTS IN PERMANENT WATERS NOTE 1:
® TEMPORARY IMPACTS IN SURFACE WATERS NATIVE MATERIAL CONSISTS OF MATERIAL THAT IS EXCAVATED
z FROM THE STREAM BED OR FLOODPLAIN AT THE PROJECT SITE
DURING CULVERT CONSTRUCTION. RIP RAP MAY BE USED TO
SUPPLEMENT THE NATIVE MATERIAL. IF RIP RAP IS USED,
NATIVE MATERIAL SHOULD BE PLACED ON TOP TO FILL VOIDS
AND PROVIDE A FLAT SURFACE FOR ANIMAL PASSAGE. NATIVE
MATERIAL IS SUBJECT TO APPROVAL BY THE ENGINEER AND
MAY BE SUBJECT TO PERMIT CONDITIONS.
ME
PROJECT REFERENCE NO.
SHEET NO.
U-5887
5A
INN SHEET NO.
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
INCOMPL]E
FE PLANS
DO NOT USE MR
/ W ACQUISITION
PRELIMINARY
DO NOT USE FO
FLANS
t CONSTRUCTION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
THE VILLAGE OF FLAT ROCK
Co RIP RAP
EST 10 TON�yy
EST 28 SYG
31
\F (0
E - O
NARROW SLOT \
t�
[7
v
V
Sta. =24+72-28+74
Q=4.350 cfs
V-2.173 fps
o �G�
d=1.001 ft
�Q
s = 0.00765 ftRt
n = 0.035
Liner= Vegetative
SEE SHEET 9 FOR -L- PROFILE
SEE SHEET 14 FOR -PATH- PROFILE

JER
LIZA'
r-
® IMPACTS IN PERMANENT WATERS
® TEMPORARY IMPACTS IN SURFACE WATERS
NOTE 1:
NATIVE MATERIAL CONSISTS OF
MATERIAL THAT IS EXCAVATED FROM
THE STREAM BED OR FLOODPLAIN AT
THE PROJECT SITE DURING CULVERT
CONSTRUCTION. RIP RAP MAY BE USED
TO SUPPLEMENT THE NATIVE MATERIAL.
z IF RIP RAP IS USED, NATIVE MATERIAL
o SHOULD BE PLACED ON TOP TO FILL
VOIDS AND PROVIDE A FLAT SURFACE
w� FOR ANIMAL PASSAGE. NATIVE
MATERIAL IS SUBJECT TO APPROVAL BY
>� THE ENGINEER AND MAY BE SUBJECT TO
PERMIT CONDITIONS.
zro
PROJECT REFERENCE NO. SHEET NO.
U-5887 5B
PERMIT DRAWING RN✓ SHEET NO.
ROADWAY DESIGN HYDRAULICS
SHEET3 OF 10 ENGINEER ENGINEER
v� -
F�
g
Y
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
\ /
ME
INC®N)<I�L]E
]E PLANS
DO NOT USE MR
VW ACQUISITION
1�1I81ELINidN
DO NOT USE FO
RY FLANS
CONSTRUCTION
QV `RIP RAP °8e
EST 10 TON
EST 28 YG
(0
2
\F � �B��F 4O R4 E\
V
v
Sta. = 24 + 72-28 + 74
Q=4.350 cfs
V=2.173 fps
d=1.001 ft
s = 0.00765 ftRt
n = 0.035
Liner= Vegetative
SEE SHEET 9 FOR -L- PROFILE
SEE SHEET 14 FOR -PATH- PROFILE

SHEET NO.
ME MENNEN
so 0 MENEM
so MENNEN
so MENNEN
so MENNEN
so MENNEN
so MENNEN
so MENNEN
so MENNEN

PROJECT REFERENCE NO. SHEET NO.
U-5887 6A
PERMIT DRAWING RN✓ SHEET NO.
ROADWAY DESIGN HYDRAULICS
SHEET5 OF 10 ENGINEER ENGINEER
IINC®N> P L1E ]E PLANS
00 NOT USE FOR f W ACOUISITION
Sta. = 33 + 28-34 + 03
Q=22.932 cfs
V = 2.6788 fps
rd=1.628
DETAIL 3 S=0.0044 ftft
/ls N r
STANDARD BASE DITCH O n = 0.035
N Liner=Vegetative DOCUMENT NOT CONSIDERED FINAL
NoNrol
\Nrouml UNLESS ALL SIGNATURES COMPLETED
D co/l Min. D=2 Ft. o
�51
EST. DDE-73 CV
\\ POND FROM -L- STA. 33+28 LT. TO -L- STA. 34+03 LT.
' Q
V Z
\ \ 061
SE
ADETAIL
SEE 3H
^4 k/ \
BM ELEV. 2111.19'
-BL- STA. 27+43.77 29.4 LT.
NAIL SET IN BASE OF 15' POPLAR / d�
D �X iRN%i CL B R RAPS
\
ES T 14 SYGF
_ E-E
V\
E so
r- F
IMPACTS IN
SURFACE WATER
(95" x 67" ARCH PIPE CULVERT)
THE VILLAGE OF FLAT ROCK
DB 1538 PG 202
�
MECHANIZED
TIE TO EXISTING PATH
CLEARING IN
WETLANDS
any
+ 3
_ E #
+ _
F
POND '.
moo
V ., �� ? R \ \ �, - �1\ �� FILL IN
-L- PRC Sto.32+15.06\\` S WETLANDS
`e COIROFIBER
M \
\ PERMIT
\ \\ F
ITI ye vqq� 3fl ` SITE #4
F o n \
In -L- PT Sio34+62A7 '�F
rn Fast\\\ Fes_ 2z HW �/ � FILL IN
rnq r-scat ^F 6
:;: \
11DDOS WETLANDS
_i \ F \ /j NX
a ` \\ �y' RCP -II B
(31
614
KERRY P. LINDSEY
d T.
DB 1499 PG 564 F'1 "
�\\ \
ry — �
— t asf
DB 82G 95 �.-
3 P
-L - PC Sta 38+ 6.4.P
/ ' \�
y�
1
9567"
-II ARCH PIPE'w4 j,
�-A
RET 1' '. �q Al �/ CULVERT \
---WOODS 'Y1
- STA 40+18,35= �q`< \ HIGHLAND LAKE INC.
/
-Y2� POT 5%gjO- '.00AO ©° F DB 999 PG 99
-Y2- PC SIoJl+5692
DEXTER THWPSON
DB 492 PG 609 F
DB 479 PG 188 -Y2- POT SfoJO+18 SO�—
IS FD \ \\
-Y2- PC StoJO+32.68 L�' - \ \\ \ wD QUMO ARTER ON. LLC
EXCAVATION ® IN WETLANDS DB 1156 PG 599
\\ \
\. \\\\\�
TEMP. IMPACTS IN . 2S F BUS
FILL IN WETLANDS
SURFACE WATER \
y�
IMPACTS IN PERMANENT WATERS \I�
—J -Y2- PT StoJ2+9968
N TRUSTEE$$ OF
TS TEMPORARY IMPACTS IN SURFACE WATERS END COIySTRUCTION THE LOAD FAMILY TRUST 1 I
M -Y2- 510.1/+175DB 1273 PG 773 S` 1 Fnq� I 8' PVC INV=2113.35'
®MECHANIZED CLEARING 6 1 GR 1 G \
DBA PG 238 i ' �� L N" ST
IS FD 1 %lilt\ I INV=2118.45'
-Y2- POT S/oJ3+4732
EA
1
1 \ \ \ V=2123.68'
A�A
TERRY JACKSON icR� A
DB 757 PG 369 1 \
1 1 \

is F'dom.
•• AMun
A �����
i, m vor
SHEET NO.
ME MENNEN
so 0 MENEM
so MENNEN
so MENNEN
so MENNEN
so MENNEN
so MENNEN
so MENNEN
so MENNEN

he PROJECT REFERENCE NO. SHEET NO.
U-5887 6B
PERMIT DRAWING DES SHEET NO.
ROADWAY DESIGN HYDRAULICS
/ SHEET 6 OF 10 ENGINEER ENGINEER
�z DO NOT USE FOR f W ACQUISITION
Sta. = 33 + 28-34 + 03
Q=22.932 cfs
r �) V=2.6788 fps
rd=1.621.628
DETAIL s=0.0044 ftft
/ls N 3 r 1(
STANDARD BASED CH Q `�� n = 0.035
N Liner=Vegetative DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
1' r\'BIB
Min. D
Ff. D CIDB
FL"
:
T.
STDOE 3 CV
POND 2°a FROM — . 33+28 LT. TO —L STA.
Y
`ss0
061
2' BASE ITCH
' SEE DETA 3 �{, 4/
)
EV. 2111.19' A-
ST * 27+43.7 29.4 LT. �l e
e NAIL SET IBASE OF 15" POPLAR s
CL B R RAP
—'i W p1xIN0 '�
E
14 SY
EST
$
�
IMPACTS IN
SURFACE WATER
' A rerz
VILLAGE OF K oil (95 x 67 ARCH PIPE CULVERT)
1538 PG
—WHIyG PATH MECHANIZED
CLEARING IN
WETLANDS
IT
o A < S 93 �� PERMIT
O tN �� SITE #4
\
C) I rnz D
FILL IN
2w \ \ SOFIBE WETLANDS
F
co SQ1�
FILL IN
WETLANDS
° KER Y P. LI
DB PG 564
DEI 823 PG
e
\ 6 0 S i
HIGHLAND L E INC.
L DB 9" PG
D rP B F � BRANCH s 'ms
® EXCAVATION IN WETLANDS E � a II�
FILL IN WETLANDS
�
® IMPACTS IN PERMANENT WATERS �'
b � - PT StoJ2+99.68
TS TEMPORARY IMPACTS IN SURFACE WATERS F" TRUST
,Q z�2 e"0'2 ` 1 Vol m 8'PVC INV=2113.35'
MECHANIZED CLEARING
ST FD �' INV=2118.45'
-Y2- POT StoJ3+47J2
\
r
TERRY JACKSON IGRI x�
DB 757 PG 369 1
��