20190397 Ver 1_Revised R-2566B preliminary drawings_20190702

Wanucha, Dave
From: Dilday, Jason L
Sent: Tuesday, July 2, 2019 1:10 PM
To: Alsmeyer, Eric C CIV USARMY CESAW (US); Wanucha, Dave
Subject: Revised R-2566B preliminary drawings
Attachments: R-256613-Prelim Permit Drawings-20190702.pdf
Eric,
Attached are the revised preliminary drawings for Section B of R-2566. Per our conversation the change was made to
address the uncertainty of the "Additional Impact" line on the Impact Summary Sheet, where the impact was not
attributed to any particular site. The line was removed, reducing the overall impact for Section B by 0.10 acre of
wetland and 200 linear feet of stream. The drawings themselves have not changed. Please let me know if you have any
questions or need any other information.
Jason
:::rrall correspondence �o ond frorr ffils sonder is subjcc� �o Hie IN C I:::u1NIc :Rccords I ow ond ray be disclosed lx� ffili'd I

. SEE SHEET IA FOR INDEX F SHEETS
CO
��, SEE SHEET 18 FOR CONVENT IONAL PLAN(FUTURE)SHEET SYMBOLS STATE O, N O ll1 T H C A t' O L I N ATE TATE FRO E T REFERENCE No. o. s„EE s 1,
1zo N.C. R-2566 B 1
END �'\ •'N 6',- DIVISION OF HIGHWAY 9TATE PRO).NO. F.A.PROJ.NO. DE CR PT[ON
V �R.--�y��� Q PROJECT 37512.1.1 NHPP-0150(004) PE
n— it
I
`3= �
N WATAUGA COUNTY
P4 .
SR 412 15%PLANS-FOR REVIEW ONLY
61�0 '8TOlyE "' NOT FOR UTILITY OR HYDRAULIC DESIGN
• • � � W _ DOCUMENT NOT CONSIDERED FINAL
0 ,1!
LOCATION: NC 105 FROM SR 1568 (OLD SHULLS MILL RD) IN UNLESS ALL SIGNATURES COMPLETED
WATAUGA TO SR 1107 (NC 105 BYPASS)
'� V y TYPE OF WORK: GRADING,DRAINAGE,PAVING, SIGNALS, CULVERTS,
h'ilit 0. —4,--4), iikil �� 4 1 AND RETAINING WALLS
PI AR ( PRELIMINARY WETLAND AND SURFACE WATER IMPACTS PERMIT �°'SR 1568 SG C S
OWSHULLS if - NATIONAL S �
A.
Mitt ROAD FOREST R-2566BA (BY OTHERS) END BRIDGE
•4/ 4f BRIDGE CONSTRUCTION (BY OTHERS)
BEGIN ( BEGIN BRIDGE -L- Sio.165+65+/- I,o�
PROJECT BRIDGE CONSTRUCTION (BY OTHERS)
r VICINITY MAP -L- Sta.162+95+/-
a
j
_, SR III 1
I 3- V'5 CREEK RD
��'vrill ?1%._ 13 AA 15 (BaR�
10
7\,,,,, !I)1:84.- --,,::.... M1filiffrailliplOW:4 1
1•to ®®
$ i i 4 GP -L- J
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N
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- 1 4,,Ve. i
m BEGIN TIP PROJECT R-25666 79
,*
-L- Sto.68+60A0 b 401w
A 5 V4 ��
0/ �o
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0
NCDOT CONTACT: 4,� �- r� /
NATHAN ADIMA, P.E. yh' J�� �s s
a NCDOT - DIVISIONS 11-14 42
1000 BIRCH RIDGE DRIVE Gov' r�ss END TIP PROJECT R-2566B v
N RALEIGH, NC 27610 -L- Sto.3/O+00.00
1 *TRAFFIC SIGNAL
THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES.
r• . \, EXISTING TRAFFIC SIGNAL TO BE UPGRADED INCOMPLETE PLANS
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD ?. DO NOT USE FOR R1W ACQUISITION
V GRAPHIC SCALES DESIGN DATA PROJECT LENGTH PLANS PREPARED FOR Kimley>)Horn HYDRAULICS ENGINEER
ADT 2022 = 15700 VPD THE NCDOT BY:
50 25 0 50 100 LENGTH ROADWAY TIP PROJECT R-2566B = 4.032 MILES `z1:: ',.. _ moor
i'i" ADT 2040 = 18300o VPD er®� ��
K = 9% 2018 STANDARD SPECIFICATIONS �®o
PLANS D = 60% TOTAL LENGTH TIP PROJECT R-2566B = 4.032 MILES P.E 8
T = 6%* SIGNATURE:
50 25 0 50 100 RIGHT OF WAY DATE: TONY SPACEK,P.E. ROADWAY DESIGN ENGINEER
V = 50 & 60 MPH 10/09/202O PROJECT ENGINEER �1��,p ®�4e
PROFILE (HORIZONTAL) ®P 4np4�2
FUNCTIONAL RURAL BRANDON MURK,EIT
N O 10 5 0 10 20 CLASSIFICATION:ARTERIAL LETTING DATE: PROJECT DESIGN ENGINEER
) `'I " * 2% TTST 4% DUAL 10/18/2022
REGIONAL TIER P.E.
` l` PROFILE (VERTICAL) SIGNATURE: JJ

Le)
0
-L-
P/ Sto 69+03J1
A = 15' 12' 35.5' (LT)
D = 2' 02' 46.6'
L = 74329'
T = 373.84'
R = 2.800.00'
SE= 5% (EXIST)
DS= 65 MPH
RO = 135'
I ( 1
P/ Sto 77+25,46
A = 15' 23' 55.6' (LTI
D = l'42'372
L = 900.34'
T = 45620'
R = 3,350A0'
SE= 5X
DS= 70 MPH
RO 170'
I I 1 ,'/((\A (�� C
1. I VA �- _�— 0
P/s Sto 82+2957
es = r27'13.6"
Ls = 170.00'
LT = 11334'
ST = 56.67'
-Y/-
PI Sto 1/+55.36
= 92' 59' 28.6"
D = 57' 17' 44.8"
L = 162.30'
T = 105.36'
R = /00.00'
SE= 4X
DS= 20 MPH
R0 = 20'
03'0 -� �_ _ / ;���'�
3 y c7 5.750tv�0 - // / / / /'/�/ A /// (\ A_
_-\-\-,\S\ _o j ///„�,/ //i n' / i,6797. Dui%l /1)i/I,�l
99,, 30z _ -- , N v v - �- - / / / / / / O,/°j ; / %///�A \ pro / /,�/ /��G
2 s980��99 °o \ N = 0— / ''' / / ' / / l \ li iG-7J; v
0
PI Sto 21+27.42
(LTI L = /5' 10' 1E8" (RTI
D = 2' 51' 532'
L = 529.60'
T = 266.36'
R = 2100.00'
SE= 3X
DS= 30 MPH
RO = 42'
\ \ 30 LT
z9s
E
- \
211
11-1
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2s\s= o
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SITE\2A--___
RICHARD RAY CLARK --2935 -
50'
GRAPHIC SCALE
SEE SHEET 23 FOR -L- PROFILE
SEE SHEET 35 FOR -YI- PROFILE
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Kimley»> Horn
200 SOUTH TRYON, SUITE 200
CHARLOTTE, N.C. 28202
co
R-2556B 4
RAW SHEET NO.
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
INCOMPLE E PLANS
DO NOT USE FOR ' / W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
/ / / / / / / / I \ \\
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LUTTRELL AND LOFLIN, IBC
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STREAM IMPACTS WITHIN SLOPE STAKES +25'.
WETLAND IMPACTS WITHIN SLOPE STAKES +25'•
POND IMPACTS WITHIN SLOPE STAKES +25'.
SLOPE STAKES +25'
•PRELIMINARY IMPACTS

N
0
rn
-L-
Pls Sto 82+29.57
es = P 27' 13.6'
Ls = 170.00'
LT = 113.34'
ST = 56.67'
Pls Sto 84+66.92
es = 2'39' 5/'
Ls = 186.00'
LT = 124.01'
ST = 62.01'
PI Sto 87+54.47
A = 12'52'10.3"MT)
D = 2° 51' 532'
L = 44923'
T = 225.56'
R = 2,000.00'
SE= 6X
DS= 65 MPH
RO = 186'
Pls Sto 90+40.15
es = 2° 39' 51.3'
Ls = 186.00'
LT = 124.0/'
ST = 62.0/'
Pls Sto 93+20.23
es = 6' 05' 39.1'
Ls = 234.00'
LT = 156.09'
ST = 78.08'
Pt Ste 98+46.09
A = 44' 18' 56.6' (LT)
D = 5' /2' 31.3°
L = 850.80'
T = 447.96'
R = 1,100.00'
SE= 6X
D5= 55 MPH
RO = 234'
,3i
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-- 2945 � i ` ''9ss — -- - / .
NI
SITE f
SEE SHEET 23 FOR -L- PROFILE
SEE SHEET 35 FOR -Y/- PROFILE
SEE SHEET 36 FOR -Y2- PROFILE
-YI-
P/ Sto 21+27.42
A = /5'10'18.8'(RT)
D = 2' 5/' 532'
L = 529.60'
T = 26636'
R = 2,000.00'
SE= 3%
DS= 30 MPH
RO = 42'
P/ Sto 26+96.76
A = 50' l3 57.6' UV)
D = /9' 05' 549
L = 263.02'
T = 140.63
R = 300.00'
SE= 4%
DS= 30 MPH
RO = 56'
PI Sto 29+49.90
0 = 0' 30' 4/8' (RT)
D = 0' 30' 00.0"
L = 102.32'
T = 5IJ6'
R = 1I,459J6'
SE= EX/ST
DS= EXIST
RO = 56'
-Y2-
PI Sto /3+/6.56
A = 79' 2/' 39.3• (RT)
D = 36' 57' 54f
L = 2/4.69'
T = 128.59'
R = 155.00'
SE= EXIST
DS= EX/ST
RO = 52
\ - \ •_ 31D� LLB .I�I.. !ji' / /
Kimley0 Horn
200 SOUTH TRYON, SUITE 200
CHARLOTTE, N.C. 28202
APHIC SCALE
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PROJECT REFERENCE NO. SHEET NO.
R-2566B
5
RAW SHEET NO.
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
INCOMPLETE PLANS
DO NOT USE FOR R/ W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
ALL SIGNATURES COMPLETED
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STREAM IMPACTS WITHIN SLOPE STAKES +25'•
WETLAND IMPACTS WITHIN SLOPE STAKES +25'•
POND IMPACTS WITHIN SLOPE STAKES +25'•
SLOPE STAKES +25'
•PRELIMINARY IMPACTS

KACHL_PRJ\011036212 — (R-25661\Hydraulics\PERMITS_Envlronmental\CADD\R-2566B_rdypsh_
N
N
P/ St0 98+46A9
= 44 /8' 56.6' (LT)
D = 5' /2' 3/.3•
L = 850.80'
T = 447.96'
R = 1J00A0'
SE= 6%
DS= 55
RO = 234'
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es = 6 05' 39f
Ls = 234.00'
LT = /56A9'
ST = 78.08'
P15 Ste 106+42.97
es = 3' 39' 25.8'
Ls = 240.00'
LT = 160.03'
ST = 80A3'
P1 Ste 1/0+79.92
• = 2r30'12.6'(RT)
D = 3' 02' 51,5'
L = 705.58'
T = 356.99'
R = 1.880.00'
SE= 6%
DS= 65
R0 = 240'
SEE SHEET 24 FOR -L - PROFILE
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200 SOUTH TRYON, SUITE 200
CHARLOTTE, N.C. 28202
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R-2566B 6
RAW SHEET NO.
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
INCOMPLE
DO NOT USE FOR
TE PLANS
/ W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
p NL 0Nes/=
STREAM IMPACTS WITHIN SLOPE STAKES +25'•
WETLAND IMPACTS WITHIN SLOPE STAKES +25'•
POND IMPACTS WITHIN SLOPE STAKES +25'•
SLOPE STAKES +25'
•PRELIMINARY IMPACTS

-L -
SEE
SHEET 24 FOR -L- PROFILE
50'
100'
PI Sto 110+79.92
= 2r 30' 12.6" (RT)
D = 3' 02' 5/.5"
L = 705.58'
T = 356.99'
R = 1.880.00'
SE= 6%
D5= 65
R0 = 240'
Pis Sta 115+08.54
es = 3' 39' 25.8'
Ls = 240.00'
LT = 160.03'
ST = 80.03'
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200 SOUTH TRYON, SUITE 200
CHARLOTTE, N.C. 28202
NA�/ SRS 2007
/ - 1 :
R-2556B 7
RAW SHEET NO.
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
INCOMPLETE PLANS
DO NOT USE FOR R/ W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
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STREAM IMPACTS WITHIN SLOPE STAKES +25'•
WETLAND IMPACTS WITHIN SLOPE STAKES +25'•
POND IMPACTS WITHIN SLOPE STAKES +25'•
SLOPE STAKES +25'
•PRELIMINARY IMPACTS

SEE SHEET 25 FOR -L- PROFILE
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200 SOUTH TRYON, SUITE 200
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NA s 1
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PROJECT REFERENCE NO. SHEET NO.
R-2566B
8
RAW SHEET NO.
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
INCOMPLETE PLANS
DO NOT USE FOR R/ W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
) ,„ 2 /
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-� �' =� •� _ -� L( >_ .6� \ \ / /. / %/% �� — � /
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28/0 —
STREAM IMPACTS WITHIN SLOPE STAKES +25'•
WETLAND IMPACTS WITHIN SLOPE STAKES +25'•
POND IMPACTS WITHIN SLOPE STAKES +25'•
SLOPE STAKES +25'
•PRELIMINARY IMPACTS

N
0
-L -
Pls Sto 140+52.37
9s = 3' 49' 11.0"
Ls = 240.00'
LT = 160.04'
ST = 80A3'
P/ Sto /4/+90.52
0 = 3'42' 12f (RT)
D = 3' 10' 592'
L = 116.34'
T = 58J9'
R = 1.800.00'
SE= 6%
DS= 65
-RO = 240'
Pls Sto 143+28.7/
9s = 3' 49' 11.0"
Ls = 240.00'
LT = 160.04'
ST = 80A3'
Pls Sto 148+1022
9s = 4' 17' 49.9'
Ls = 240.00'
LT = 160.05'
ST = 80.04'
P/ Sto /50+76.47
0 = /3' 16' 58.0' (LT)
D=3'34'51.6'
L = 37033'
T = 186.30'
R = 4600.00'
SE= 6%
DS= 60
RO = 240'
95
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SEE SHEET 25 FOR -L- PROFILE
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GRAPHIC SCALE
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20-
100'
Kimley�> Horn
200 SOUTH TRYON, SUITE 200
CHARLOTTE, N.C. 28202
PI St03.
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MCLEAN INNOVATIVE HOMES. LLC
PROJECT REFERENCE
R-2566B
NO. SHEET NO.
9
RVW
SHEET NO.
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
INCOMPLETE PLANS
DO NOT USE FOR R/ W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
2g\-
_ J
o _ _-z = = - zsao
Blef 4 \�
69 - BL'STA 1A5+9�- -40 —
V ■ V� -�. v,yg ELPVA TUJN281793 = i - \
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I
wATABTiA RIVER Y JEAN.-DAVIS MOBERG
II LIV/NG TRUST, _
/
/ // I
REBAR
EIP
4
BE'fTX P oLEMAN I =- _ZiC
IP
«z-
KATHLEEN\A.GERAGNTY,
8
I-
N
STREAM IMPACTS WITHIN SLOPE STAKES +25'•
WETLAND IMPACTS WITHIN SLOPE STAKES +25'•
POND IMPACTS WITHIN SLOPE STAKES +25'•
SLOPE STAKES +25'
•PRELIMINARY IMPACTS

N
0
KACHL_PRJ\0/10362/2 — (R-25661\Hydraulics\PERMITS_Envlronmental\CADD\R-25668_rdy_psh_
-L -
SEE SHEET 26 FOR -L - PROFILE
PI Sto 150+76.47
= 13.16' 58.0 (LT)
D = 3' 34' 5/.6"
L = 370.93'
T = 186.30'
R = 1.600.00'
SE= 6%
D5= 60
R0 = 240'
Pis Sto 153+41.14
es = 4'/7'49.9'
Ls = 240.00'
LT = /60.05'
ST = 80A4'
Pis Sto 158+39A8
es = 6' 52' 31.8"
Ls = 324.00'
LT = 216.16'
ST = 108.15'
PI Sto 165+98.50
= 5P3/'45.6'(RTI
D = 414' 38.9"
L = 1.2/4.13'
T = 65/.59'
R = 1.350.00'
SE= 6%
DS= 60
RO = 324'
i
JOSE S.GALLARDO
1 \ 11 �I II 1
V 1 1 1 1 l 1 I I I 1 ! I \ ro
/\ \ 1 / 1/I 1 1 1 \ _
E//�/22
- \� _ - (SITE IMPACTS PREVIOUSLY 4GCOUNfED
/
1 / I \ \ \ \ \ �� — \� 50 / TbR dN If-25668A� PRO)E /
NOTE:
THE PROPOSED ROW SHOWN BETWEEN STA. 158+59.82 TO STA. 171+63.75
IS ANTICIPATED TO BE ACQUIRED AS A PART OF THE R-2566BA PROJECT.
�I 11 I I
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/
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2
Kimley�> Horn
200 SOUTH TRYON, SUITE 200
CHARLOTTE, N.C. 28202
2740
a
—
NAD 83✓ SRS 2007
RFeAR
SHEET NO.
R-2566B 10
RAW SHEET NO.
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
INCOMPLE
DO NOT USE FOR
TE PLANS
/ W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
JOHN F. AYERS�_ RI}�T- \ J \
5 \\
=2830 . AAV A \\
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BETTY P..CBLEMAN r`b,'-'_
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-
-
•
GAILI L. TO#NSEIWd-0--
1
50'
0'
GRAPHIC SCALE
STREAM IMPACTS *ITHIN SLOPE STAKES +25'•
WETLAND IMPACTS *ITHIN SLOPE STAKES +25'•
POND IMPACTS *ITHIN SLOPE STAKES +25'•
SLOPE STAKES +25'
•PRELIMINARY IMPACTS

•
—L—
PI Sto /65+98.50
= 5P 31' 456" (RTI
D = 4' 14' 38.9'
L = /2/4.13'
T = 65/.59'
R = 1.350.00'
SE= 6%
DS= 60
R0 = 324'
SEE SHEET 26 FOR -L - PROFILE \ 1 1 r- , .\
a� I � 1
L
U
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I I 1 ii II 1111/II1' / v I / v \ 1.,
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•
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•. 5 '
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)%/ /
1��( 1 NQTE:
NI) \TI-,E PROPOSED ROW SHOWN BETWEEN STA. 158+59.82 TO STA. 171+63.75
, ) I IS oNTICIPATED TO BE ACQUIRED AS A PART OF THE R-2566BA PROJECT.
I.
YI II
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200 SOUTH TRYON, SUITE 200
CHARLOTTE, N.C. 28202
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R-2566R II
RAW SHEET NO.
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
INCOMPLETE PLANS
DO NOT USE FOR It W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
ti
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/ / , / / / 1m / / / / / / / / / /
/ / / / 1 1 / / / / / / / /
�U
i
O• Z/
/
RICHAHU E. BURGIN
CHARLES �j. BLOEHM
/BRYCE
M.
GANDY
cO
4,4
IMPACTS ON THIS SHEET PREVIOUSLY
ACCOUNTED FOR ON R-2566BA PROJECT.
50'
0'
100'
GRAPHIC SCALE
STREAM IMPACTS WITHIN SLOPE STAKES +25'•
WETLAND IMPACTS WITHIN SLOPE STAKES +25'•
POND IMPACTS WITHIN SLOPE STAKES +25'•
SLOPE STAKES +25'
•PRELIMINARY IMPACTS

ey
0
N
N
N
-L -
SEE SHEET 27 FOR -L- PROFILE
PI Sto /65+98.50
= 5/' 31' 45.6" (AT)
D = 4' 14' 38.9'
L = 1214.13'
T = 65/.59'
R = 1,350.00'
SE= 6%
DS= 60
R0 = 324'
Pls Sto 172+69.20
es = 6' 52' 31.8'
Ls = 324.00'
LT = 216.16'
ST = 108.15'
Pis Sto 180+43.89
es = 6' 37' 47.8"
Ls = 324.00'
LT = 216.15'
ST = 10814'
PI Sto 182+60.47
= 8° 52' 54.5" (LT)
D = 4' 05' 33.2'
L = 217.02'
T = 108.73'
R = 1400.00'
SE= 6%
DS= 60
RO = 324'
EIP
EIP
JONATHAN M.
SPARROW
REBAEf ft
HARRY G. REID
i BST
,(SITE IMPACTS PREVIOVSJIY,8&OUNT
FOR ON R 2566BAJPROJFCT)
O
ti
EIP
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(SUE IbAPACTS PREV✓,O A ICIOUN ED
FGR`ON Rg56ABt. EV") V AoAI
\, /
1 I I
1 I 1 II II II
I I I I
I
1 1 1
I
I
I I I
1 I I
/ I
IA
/ ROBERT C. AYERS \
REBAR
CAROL OUINTERO
REBAR
EIP
_ _ _
13L, SIT
G. _ _ ASI E IMPACTS PREVIOUSLY ACCOU4PED
OFI. ON R' 25SgBAs 8 JECT
092--
BY6-66
= 0080 —
7 / / / / ,/02 \
Y / l -rPRT TLC / /'/, /,'. 0, i Ti.= A 9„G b A \ s
/ / 1
NOTE:
THE PROPOSED ROW SHOWN BETWEEN STA. 158 59.82 TO STA.171+63.75
IS ANTICIPATED TO BE ACQUIRED AS A PART OF THE R-2566BA PROJECT.
RICHARD A. MYERS
�I 7�t�� � •v
•
•
50'
EIP
GRAPHIC
Kimley>> Horn
200 SOUTH TRYON, SUITE 200
CHARLOTTE, N.C. 28202
0'
SCALE
CHARLES '. CONNOR, JF
SHEET NO.
R-2556B
/2
RAW SHEET NO.
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
INCOMPLE
DO NOT USE FOR
TE PLANS
R/ W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
t-
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•
-
STREAM IMPACTS WITHIN SLOPE STAKES +25'•
WETLAND IMPACTS WITHIN SLOPE STAKES +25'•
POND IMPACTS WITHIN SLOPE STAKES +25'•
SLOPE STAKES +25'
•PRELIMINARY IMPACTS

-L-
-Y3-
so'
Ioo'
SHEET NO.
N
0
KACHL_PRJ\011036212 — (R-25661\Hydraulics\PERMITS_Envlronmental\CADD\R-2566B_rdypsh_
N
N
P/ Sto 182+60.47
0 = 8' 52' 54.5" (LT)
D = 4' 05' 33.2"
L = 2/7.02'
T = 108.73'
R = 1.400.00'
SE= 6X
D5= 60
R0 = 324'
P/s Sto /84+76.90
es = 6 37' 47.8'
Ls = 324.00'
LT = 2/6J5'
ST = 10814'
P/ Sto 10+71.40
0 = 60' 06' 59.4 (LT1
D = 133' /4' 45.6"
L = 45J2'
T = 24.88'
R = 43.00'
SE= 3X
DS= /5
RO = 39'
PI Sto 11+47.94
0 = 9'/9'55.6'(RT1
D = 8'18'13.5'
L = 112.38'
T = 56.32'
R = 690.00'
SE= EXIST
DS= /5
RO = 39'
PI Sto /2+23.00
A = IT 59' 12.5' (RT)
D = 47'44' 47.3'
L = 37.67'
T = 18.99'
R = 12030'
SE= EXIST
DS= EXIST
RO = EXIST
r
0
X
SEE SHEET 27 FOR -L- PROFILE
SEE SHEET 36 FOR -Y3- PROFILE
BM•9
-BL- STA 184+28
160' LEFT
ELEVATION=2749.41'
CHISELED SQUARE IN H//
N* CORNER (UPSTREAM LEFT) BR
R. RAY BROOME
•
17- , ITV 278:1:197177;1\
'//jam /
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— —_\ vv v 0/;/' z / / GSA / -,/ / / "i„ ,� /il I 1
\
— _
—
oRH
GRAPHIC SCALE
VIRGINIA D. BRYANT &
GORDON E. DRAKE —
2_—���'—
\ \ \ / \
v \ \
0%„
\7-
EIP
Kimley0 Horn
200 SOUTH TRYON, SUITE 200
CHARLOTTE, N.C. 28202
PIS T%1
. " p / L (Qh o
D'
J
/ — \ OBBY� CLARKKSF/.'/
& 1 A /� cy94' _ >' i / /
-------
----
\ \ \ \ \ \ \ 5\
\
R-2566R /3
RAW SHEET NO.
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
INCOMPLE
DO NOT USE FOR
TE PLANS
R/ W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
LL
C
/ 72 \
///
Fr- Y / // /o,j
/�//,
o5j/
4.1
2
W
LU
AVERY GRAND.LLC
STREAM IMPACTS WITHIN SLOPE STAKES +25'•
WETLAND IMPACTS WITHIN SLOPE STAKES +25'•
POND IMPACTS WITHIN SLOPE STAKES +25'•
SLOPE STAKES +25'
•PRELIMINARY IMPACTS

Pls Sto /99+67.34
6s = if 25' 20.9"
Ls = 294.00'
LT = /9622'
ST = 9820'
-L-
P/ Sto 20/+7TJO
A = 12'46'44.4'QLT)
D = 5'43 465'
L = 223.04'
T = 111.98'
R = 4000.00'
SE= 6%
DS= 50
R0 = 294'
P/s Sto 203+8636
6s = 8" 25' 20.9'
Ls = 294.00'
LT = 19622'
ST = 9820'
/
-
/
/ —
i
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Tim w��,T
SEE SHEET 28 FOR -L- PROFILE
P/s Sto 207+78.43
6s = 9'2/'29.9'
Ls = 294.00'
LT = /9627'
ST = 9825'
7 NET D. 1%4.41NNEY \
O \ - - 1 1)1 I�
" 1 V\� 7,4' •, �/ �A�vw1\
=-
' '
SITE 28
SITE 27
S7A7
GRAPHIC SCALE
a
BM•IO
-BL- STA 204+27/
94' LEFT �1£
ELEVATION=28,4
— _
_ \ —
APIILLIP B. MUNCY
Kimley* Horn
200 SOUTH TRYON, SUITE 200
CHARLOTTE, N.C. 28202
.."j -
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. _tips —r = _ — — ,-,// /--
\ 8755 — ;L 1
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5
PROJECT REFERENCE NO
SHEET NO.
RAW SHEET NO.
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
INCOMPLETE PLANS
DO NOT USE FOR R/ W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
J
we.
STREAM IMPACTS WITHIN SLOPE STAKES +25'•
WETLAND IMPACTS WITHIN SLOPE STAKES +25'•
POND IMPACTS WITHIN SLOPE STAKES +25'•
SLOPE STAKES +25'
•PRELIMINARY IMPACTS

-L-
-Y4-
R-2566B
15
Pis Ste 207+78.43
6s = 9' 2/' 29.9'
Ls = 294.00'
LT = /9627'
ST = 9825'
PI Sic 212+59.36
• = 46' 07' 37.8" (RT
D=6'21'58.5'
L = 724.56'
T = 3832/'
R = 900.00'
SE= 6%
DS= 50
R0 = 294'
Pis Sio 2/6+98.97
6s = 9'21'29.9"
Ls = 294.00'
LT = 19627'
ST = 9825'
/ STEPHEN IEOE
00
1 1
O
N
Pl Ste 10+64.4/ PI Ste 11+57.44
= 63' 03' 172' (RTJ p = 10' 08' 30.7" (RT
D = 54' 34' 02.7" D = 12' 08' 19.9'
L = /1555' L = 83.55'
T = 64.4/' T = 41.88'
R = 105.00' R = 472.00'
SE= 47, SE= 4/,
DS= 30 DS= 30
RO = 52' RO = 52'
PI Sio 12+92.36
= 3'02'38.0"(RT1
D=P37'56.5*
L = 18647'
T = 9326'
R = 35/0.0/'
SE= 4/,
DS= 30
RO = 52'
PI Sio 14+43.76
= 4'45' 11.9' (RT!
D = 28' 38' 52.4"
L = 1659'
T = 8.30'
R = 200.00'
SE='EXIST
DS= EXIST
RO = EXIST
OSCAR G. DANNER, JR.
•
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4ssocrKTE5. Cry
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SEE SHEET 28 FOR-L-5PROFILE c
SEE SHEET 37 FOR -Y4-
GRAPHIC SCALE
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DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
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oti°/ / /�/ 000.(1, ___----::ON,\ \N : \ \:\ : \,:\ ,\\ \''\\ \>\ \ ‘1 \i'N'T \''' \'' \ \
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/ / _ — - 000 - : / _ IP 1 `SS
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16
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I /
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STREAM IMPACTS WITHIN SLOPE STAKES +25'•
WETLAND IMPACTS WITHIN SLOPE STAKES +25'•
POND IMPACTS WITHIN SLOPE STAKES +25'•
SLOPE STAKES +25'
•PRELIMINARY IMPACTS

SEE SHEET 29 FOR -L- PROFILE
50'
0'
100'
SHEET NO.
Pis Ste 223#68.86
65 = 701' 07.4"
Ls = 294.00'
LT = 196.15'
ST = 98.14'
P/ Sto 226+29J8
A = /5 25' 16.0' (RT)
D = 446' 28.7'
L = 322.98'
T = 162.47'
R = 1.200.00'
SE= 6%
DS= 55
RO = 294'
P/s Sto 228+87.83
65 = T Or 07.4'
Ls = 294.00'
LT = /96J5'
ST = 98J4'
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GRAPHIC SCALE
Kimley0 Horn
200 SOUTH TRYON, SUITE 200
CHARLOTTE, N.C. 28202
SITE 31
OL2'
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A A \
\ \ \ \ \ \ \
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REBAR
NAD 83/ SRS 200
cr.
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FIRMM CORPORATION
EIP
R-2566B /6
RAW SHEET NO.
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
INCOMPLETE PLANS
DO NOT USE FOR R/ W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
nl
Q
5i
14.1
STREAM IMPACTS WITHIN SLOPE STAKES +25'•
WETLAND IMPACTS WITHIN SLOPE STAKES +25'•
POND IMPACTS WITHIN SLOPE STAKES +25'•
SLOPE STAKES +25'
•PRELIMINARY IMPACTS

-L-
SEE SHEET 29 FOR -L- PROFILE
50'
0'
100'
PROJECT REFERENCE NO. SHEET NO.
R-2566B 17
a
Pis Sto 236#4121
65 = i' 54' 122"
Ls = 196.00'
LT = 130.67'
ST = 65.34'
P/ Sto 2474-33.03
= 38 22' 19.3" (LT)
D=f56'32.0"
L = 4975.67'
T = 1.026.49'
R = 2.950.00'
SE= 4%
DS= 55
RO=196'
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Kimley* Horn
200 SOUTH TRYON, SUITE 200
CHARLOTTE, N.C. 28202
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RAW SHEET NO.
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
INCOMPLETE PLANS
DO NOT USE FOR R/ W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
SITE 34
I
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/ / /
JOSHUA A. MINTON
ESP
w
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STREAM IMPACTS WITHIN SLOPE STAKES +25'•
WETLAND IMPACTS WITHIN SLOPE STAKES +25'•
POND IMPACTS WITHIN SLOPE STAKES +25'•
SLOPE STAKES +25'
•PRELIMINARY IMPACTS

-L-
SEE SHEET 30 FOR -L- PROF/LE
50'
0'
100'
a
m
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CZ
c
Lu
0)
0)
a
2
0)
U
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0)
P/ Sto 247+33.03
0 = 38'22'19.3•(LT)
D=f56'32A'
L = /.975.67'
T = 1.026.49'
R = 2.950.00'
SE= 4%
DS= 55
RO = /96'
P/ Sto 260+56.06
A = 17' 42' 28.3• (LTJ
D=2'2314.4
L = 74/.75'
T = 373.85'
R = 2400.00'
SE= 4%
DS= 50
RO=196'
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_
EIP
REBAR
GRAPHIC SCALE
i
i
Kimley�> Horn
200 SOUTH TRYON, SUITE 200
CHARLOTTE, N.C. 28202
R-2566B /8
RAW SHEET NO.
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
INCOMPLETE PLANS
DO NOT USE FOR R/ W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
/
FOUR SEASONS APARTMENTS. INC. i = �ssZy � / /
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STREAM IMPACTS WITHIN SLOPE STAKES +25'•
WETLAND IMPACTS WITHIN SLOPE STAKES +25'•
POND IMPACTS WITHIN SLOPE STAKES +25'•
SLOPE STAKES +25'
•PRELIMINARY IMPACTS

-L -
SEE SHEET 31F0R -L- PROFILE
a
KACHL_PRJ\011036212 — (R-25661\Hydraulics\PERMITS_Envlronmental\CADD\R-2566B_rdypsh_
P/ Sto 260+56.06
= 17'42' 28.3" (LT)
D = 2 23' 14.4"
L = 741.75'
T = 373.85'
R = 2.400.00'
SE= 4/,
D5= 50
R0 = /96'
Pis Sto 264+89.30
es = 2' 20' 22.5"
Ls = 196.00'
LT = 130.68'
ST = 65.34'
Pis Sto 268+16✓8
es = 8' 25' 20.9'
Ls = 294.00'
LT = /9622'
ST = 9820'
P1 Sto 272+6332
• = 38' 30' 533' (RT)
D = 5'43 46.5'
L = 67221'
T = 34936'
R = 1,000.00'
SE= 6%
DS= 50
R0 = 294'
E SHEET /8)
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200 SOUTH TRYON, SUITE 200
CHARLOTTE, N.C. 28202
N.
N
R-2566B /9
RAW SHEET NO.
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
INCOMPLE
DO NOT USE FOR
TE PLANS
/ W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
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STREAM IMPACTS WITHIN SLOPE STAKES +25'•
WETLAND IMPACTS WITHIN SLOPE STAKES +25'•
POND IMPACTS WITHIN SLOPE STAKES +25'•
SLOPE STAKES +25'
N
•PRELIMINARY IMPACTS

-L-
SEE SHEET
32 FOR -L- PROFILE
50'
G'
100'
R-2566B
20
P/ Sfo 272+6332 Pis Sto 276+8437
= 38' 30' 533• (RT1 es = 8' 25' 20.9'
D = 5'43 46.5' Ls = 294.00'
L = 6722/' LT = 19622'
T = 34936' ST = 9820'
R = 4000.00'
SE= 6%
DS= 50
RO = 294'
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200 SOUTH TRYON, SUITE 200
CHARLOTTE, N.C. 28202
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/ / 1 N
RAW SHEET NO.
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
INCOMPLETE PLANS
DO NOT USE FOR R/ W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
,\ \\' \
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STREAM IMPACTS WITHIN SLOPE STAKES +25'•
WETLAND IMPACTS WITHIN SLOPE STAKES +25'•
PP POND IMPACTS WITHIN SLOPE STAKES +25'•
SLOPE STAKES +25'
*PRELIMINARY IMPACTS

c
W
1-
0
a
Ho
2
Y
-L-
P/s SW 289+92.17
es = 2' 26' 28.7"
Ls = 196.00'
LT = 130.68'
ST = 65.34'
P/ Sfo 293+19.90
A = 13' or 02.7• (LT)
D = 2' 29' 28.0'
L = 522.55'
T = 262.4r
R = 2.300.00'
SE= 4%
DS= 50
RO=196'
P/s Sto 296+45.39
es = 2' 26' 28.7'
Ls = 196.00'
LT = 130.68'
ST = 65.34'
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200 SOUTH TRYON, SUITE 200
CHARLOTTE, N.C. 28202
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N
R-2566B
RAW SHEET NO.
ROADWAY DESIGN
ENGINEER
21
HYDRAULICS
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
\ \ I)7ARJJoRIE t/R GHT
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STREAM IMPACTS WITHIN SLOPE STAKES +25'•
WETLAND IMPACTS WITHIN SLOPE STAKES +25'•
POND IMPACTS WITHIN SLOPE STAKES +25'•
SLOPE STAKES +25'
•PRELIMINARY IMPACTS

R-2566B Prelimary Permit Impact Summary Table
Plan Sheet Number
Station (To/From)
Site Identifier
Wetland Impacts Within Slope
Stakes +25' (Acres)
Stream Impacts Within Slope Stakes
+25' (Linear Feet)
Pond Impacts Within Slope Stakes
+25' (Acres)
4
68+74/70+81 -L- RT
1A
0.09
4
68+74/70+81 -L- RT
1A
235
4
71+87/72+15 -L- LT
16
<0.01
4
71+27/71+51 -L- LT
1B
25
4
71+78/72+36 -L- LT
1B
40
4
13+48 RT/13+97 LT -YS-
1
134
4
76+68/76+83 -L- RT
1
29
4
17+78/19+54 -Y1- RT
2
0.02
4
17+78 LT/19+54 RT-YS-
3
0.04
5
86+77/87+09 -L- LT
4
62
5
85+79/86+50 -L- RT
4
81
5
88+84/89+09 -L- LT
5
51
5
89+09/89+39 -L- RT
5
43
5
17+97/18+08 -Y1- LT
6
38
5
17+99/18+48 -01- RT
6
57
5
10+95/11+16 -Y2- LT
7
47
5
10+74/11+43 -Y2- RT
7
0.02
28
5
26+37/28+99 -Y1- RT
8
241
6
105+88/106+72 -L- LT
9
101
6
106+69/107+23 -L- RT
9
62
6
108+13/108+34 -L- LT
10
50
7
110+43/111+03 -L- RT
10
0.01
27
7
117+20/118+98 -L- LT
11
0.02
7
118+51/119+34 -L- LT
11
132
8
124+80/124+97 -L- LT
12
46
8
124+48/124+85 -L- RT
12
47
8
125+03/127+06 -L- LT
13
0.03
8
126+68/126+87 -L- LT
14
26
8
127+02/127+22 -L- LT
15
40
8
129+76/130+23 -L- LT
16
76
8
129+98/130+23 -L- RT
16
59
8
130+64/130+97 -L- LT
17
<0.01
8
131+23/133+13 -L- LT
17
0.08
8
131+90/132+08 -L- RT
18
42
8
133+78/133+97 -L- LT
19
16
8
133+88/134+02 -L- LT
19
19
8
134+01/134+49 -L- RT
19
55
9
144+93/146+67 -L- LT
20
0.06
42
9
147+75/148+53 -L- LT
21
130
9
147+65/148+31 -L- RT
21
112
10
158+28/158+76 -L- LT
22
Impact Previously Accounted for on R-25666A Project
12
171+33/171+72 -L- LT
23
Impact Previously Accounted for on R-2566BA Project
12
171+39/171+66 -L- RT
23
Impacts Previously Accounted for on R-2566BA Project
12
171+84/172+10 -L- LT
24
Impacts Previously Accounted for on R-2566BA Project
12
172+30/172+63 -L- RT
24
Impacts Previously Accounted for on R-2566BA Project
13
190+05/190+36 -L- LT
25
72
13
190+49/190+99 -L- RT
25
145
14
197+08/197+23 -L- LT
26
50
14
197+11/197+27 -L- RT
26
102
14
200+98/202+38 -L- RT
27
190
14
201+14/202+51 -L- RT
27
0.03
14
201+94/202+50 -L- LT
27
58
14
202+93/203+47 -L- LT
28
50
15
218+97/219+00 -L- RT
29
9
15
218+80/218+86 -L- LT
29
3
15
218+93/218+99 -L- LT
29
42
16
222+43/222+55 -L- LT
30
51
16
222+81/222+91 -L- RT
30
22
16
228+09/228+50 -L- LT
31
52
17
239+13/239+81 -L- LT
32
0.03
17
240+31/241+00 -L- RT
32
110
17
240+48/240+94 -L- RT
32
<0.01
17
241+12/241+31 -L- RT
32
20
17
242+69/243+37 -L- RT
33
<0.01
17/18
244+91/245+12 -L- LT
34
50
18
244+99/245+63 -L- RT
34
65
18
248+96/251+04 -L- RT
35
268
18
249+79/250+59 -L- RT
35
0.02
18
253+30/253+54 -L- LT
36
45
18
254+09/254+25 -L- RT
37
105
19
260+62/260+78 -L- LT
38
59
19
263+85/263+97 -L- LT
39
40
20
271+85/271+97 -L- LT
40
<0.01
20
274+19/274+63 -L- LT
41
<0.01
21
287+86/288+13 -L- RT
42
60
21
287+89/288+09 -L- LT
42
38
TOTAL
0.47
3899
0.01