20190592 Ver 1_17BP.7.C.14_Permit Drawings 20190418_20190507

0
See Sheet 9-A For Index of Sheets
See Sheet 9-B For Standard Symbology Sheet
2618
2655 2359
" 2531- 2565-
;ssl �2556 2566
BEGIN L—
PROJECT
2526 2568
2613 2622 r
2683
2861
2866
2837
2565
/
2891
2832 2943
2835
2877
2912
2833
�\a\
2832 3
\
END 12946
28 6
PROJECT
I
°�2897 2
732
2835
-2869
2732\\°0 2824
2832
2937 /
2839
2835 2862
2843
2887 2832
VICINITY MAP
BEGIN PROJECT 17BP.7.C.14
—L— STA. 12 + 50.00
TO NICHOLS DR
(SR 2839)
12" RCP
CLEARING LIMITS ON THIS PROJECT SHALL BE PERFORMED TO
THE LIMITS ESTABLISHED BY METHOD H.
1.
STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
GUILFORD
COUNTY
LOCATION: REPLACE PIPE # 40 2134 ON
SR 2835 (MCKNIGHT MILL RD) —
0.1 MI. S. JCT. SR 2732 (HINES CHAPEL RD)
TYPE OF WORK: GRADING, PAVING, SHOULDER
CONSTRUCTION, & CULVERT
WETLAND AND SURFACE WATER IMPACTS PERMIT
N
4 IV
I � I
END PROJECT 17BP.7.C.14
—L— STA. 13 + 50.00
� woos
TO HOLLYWOOD DR
(SR 2865) --0'—
�2�835NIGHT MILL RD)
DESIGN EXCEPTION REQUIRED FOR VERTICAL ALIGNMENT (SAG).
65% PLANS
PRELIMINARY PLANS
DO NOT USE MR CONSTRUCTION
INCOMPLETE ]PLANS
DO NOT USE FOR R/ W ACOUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
GRAPHIC SCALES
DESIGN DATA
PROJECT LENGTH
Prepared in the Office of,
eHYDRAULICS ENGINEER
U
20 10 0 20 4o
ADT 2016 = 5100
V = 35 MPH
FUNC CLASS =
TOTAL LENGTH TIP PROJECT 17BP.7.C.14 = 0.019 MI
U$I
OF CAROLINA,
OF CAROLINA, INC.
9140 ARROWPOINT BLVD, SUITE 200
®� �®�p�
�
PLANS
MAJOR COLLECTOR
CHARLOTTE, NORTH CAROLINA 28273
N.C. LICENSE # C-1950
P.E.
SIGNATURE:
20 10 0 20 40
2018 STANDARD SPECIFICATIONS
ROADWAY DESIGN
ENGINEER
�d
PROFILE (HORIZONTAL)
RIGHT OF WAY DATE.
SANDRA P. HAYES, PE
4.,
PROJECT ENGINEER
PROJECT
op TROA �
4 2 0 4 8
KEITH A. SCHELL, El
SIGNATURE. P.E.
LETTING DATE.
PROFILE (VERTICAL)
PROJECT DESIGN ENGINEER

0
DETAIL A
TOE PROTECTION
( Not to Scale)
N. Natural�bl
S�OQ6
Groundd- 2 b= 1 Ft. eotextile
Type of Liner= CLASS B Rip -Rap
FROM STA. 13 + 10 TO STA. 13 + 30 -L- LT
O
EXISTING R/W
-L-
TBM e2 EL=757.76'
NAIL SET IN POWER POLE
48' W/W
\,/_ lii& \/ EXISTING R/W
WETLAND AND SURFACE WATER IMPACTS PERMIT
LEGEND
DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
W W
DENOTES PERMANENT 114
IV r
IMPACTS IN SURFACE WATER
N � d
0
a
N
W — — — 30" DIP -
SR 2835 (MCKNIGHT MILL ROAD) 23' BST
—T FO— — — —� —
12" RCP
I I
I
SS — — — —
TO NICHOLS DRY
(SR 2831 / w000s
BEGIN PROJECT 17BP.7.C.14
-L- STA. 12 + 50.00
r
O
TERESA KIM LOWE
401 0' 40
GRAPHIC SCALE
\F --- F-
O_ 'G
PROJECT REFERENCE NO.
SHEET NO.
O
17BP.7.C.14
4
CHARLES HARRIS & SYLVIA W HARRIS
RhS SHEET NO.
ROADWAY DESIGN
HYDRAULICS
ENGINEER
ENGINEER
DETAIL B
OU LET CHANNEL BANKS
PIPE OUTLET CHANNEL STABILIZATION
W/CLASS I RIP RAP
(Not to Sale)
SEE DETAIL
Elwati nBed
Elevation
EST 20 TONS
Natural Natural
EST 25 SY GEOTEXTILE
Ground Ground
P
2'
firculTor L
W
Geotextile H
Channel Bed
nsTr:
nnTt::
N
(Variable)
DOCUMENT NOT CONSIDERED
FINAL
H
Length 41 F.
UNLESS ALL SIGNATURES COMPLETED
-In
Type of Liner- CL I RipJfap -Keyed-In
PERMIT DRAWING
STA.12+83 TO STA.13+10
m TO PROTECTION
TO HOLLYWOOD DR
SHEET 2 OF 4
GLI
S E DETAIL A
E T 4 TONS (SR 2865)
EST 9 Y GEOTEXMLE
\ wooDs
GRA E TO
& EW '
IE�
PRELIMINARY
Mr NOT USE FO
PLANS
CONSTRUCTION
INC®h'd1�L1E
1C PLANS
W NOT USE FOR
®W ACQUISITION
— ---- -��_ _-- FS
�FOS T END PROJECT 17BP.7.C.14
-L- STA. 13 + 50.00
OUTLET CHANNEL BANKS m rCON�C\�L
W/CLAS I RIP RAP w000s
SEE DE T IL I" C SS II RIP RAP
EST 20 ONS DU1 ST 20 TONS
EST 25 Y GEOTEXTILE 0° O
N N
BOB Y DEAN WIN ARGER, JR Z
& ATHERINE K INEBARGER V N
I
SR 2732
(HINES CHAPEL ROAD)
20' BST
CITY OF GREENSBORO
INSTALL PIPE(S) IN JURISDICTIONAL AREAS WITHOUT IMPACTING STREAM UNTIL
AREA STABILIZED AND ACCORDING TO NCDOT BEST MANAGEMENT
PRACTICES FOR CONSTRUCTION AND MAINTENANCE ACTIVITIES MANUAL.
��
752 O- -0- -0- -0- -0- -0- -0- -0- - 0--+---+---+---+---+---+---+---+---+---+---+---+---+---+---+---+---+---+---+---+---+---+---+---+---+---+---+---+- --- 752
II I / 3I
NG LT
748 CE STA. 2 + 98 L— 748
W/HEADWALL & ENDWALL —+ -+ -- -+ -+— - IP/=/4+34. 9
ELEV = 738.40 IS 'SKEW
117" X 79" CAAPA k)
744 SKEW = 90° EL=740.00 ' 744
EXISTING GROUND -END GRADE �� ��
BEGIN GRADE— P1=12+2/.03 Ti VC=85J6' (TOTAL)
STA. 13 +24.00 11 .EY
K=/3.95
STA. 12+71.00 EL=737J4 EL=738.61
EL=738.54 \ VC=215.52'(TOTAL) DS=lS MPH
l/� \ � __ _ �—fjG RT INLEPOUTLET
74O \ ��EXIST. --+— i SILL & CHANNEL DETAIL 740
�52,!F.26 I I
20 MPH (+)1.30Y i NOT TO S E
\ _ 4� i /I
---"-----
\ \ --- ------ x_SECTION vlEw
736 _— = ,' 736
\ \ r
PROPOSED GRADE = i I I II i li i li � —� nrzw•cnnPA --
\ I
\ \ 1 I I I
732 v v v v 732
" CI5:S 10
r—MP
EX. WATER 30 DIP Is:I O
\ \ \ 1 TO TOP OF BANK ARMOR OUTLET BED
\ � (TO REMAIN) EST 40 TONS WCST 2 Imp w TONS
EST ES SY GEOTEXTILE EST ]0 TONS
728 _ 728
NOTE: PROPOSED 117" z 79" CAPA DID NOT ANALYZE AS BURIED.
\ I AS PROPOSED INVERT WILL BE SET AT STREAM BED IN ORDER TO
\ \ DESIGN EXCEPTION REQUIRED FOR AVOID CONFLICT WITH EXISTING 30" WATER LINE. I
w - — -- �3 11 12 14 15 16

0
DETAIL A
TOE PROTECTION
( Not to Scale)
°#e<
Natural 0 S�OQe
Ground b F�\
�I d
d- 2 Ft.
b= 1 Ft. Geote#ile
Type of Liner= CLASS B Rip -Rap
FROM STA. 13+10 TO STA. 13+30 -L- LT
WETLAND AND SURFACE WATER IMPACTS PERMIT
I
LEGEND
DENOTES TEMPORARY
IMPACTS IN SURFACE WATER I I
DENOTES PERMANENT Dal
N
IMPACTS IN SURFACE WATER i I �
I I N I
EXISTING R/W
/ I
( I
\
\
TBM °2 EL=757.76'
\\ NAIL SET IN POWER POLE
\\\ 48' W/W
TO NICHOLS DR /
(SR 2839)`v
C `
\ j
\ I
\ I
\ I
\ I
\ I
\ I
30" DIP
I /
4
I
(MCKN�GHT MIL Ij/ ROAD) 23' BST
�_
\ \ \ \ \ 112' RCP t I
` EXISTING R/W
SS — —
\ WOODS
\ BEGIN PROJECT 17BP.7.C.14
r i —L— STA. 12 + 50.00
I j I I I II
TERESA KIM LOWEI
I
401 I 0' 40,
GRA,RHIC SCALE
SR 2
—T FO=\
— z r
0
a
0
a
r
JSTh
--F ----
I
ICI
IXI
ICI
Inl
:s■=i
�.R■�.L�fl� V
I
It -I
m
OUTLET CHANNEL BANKS
W/CLAS RAP
:RIP
SEE DE T IL
EST 20 ONS DU1
EST 25 Y GEOTEXTILE 0°
IW ®------zt
-
I
N
I
I
II
IBO Y DEAN WINEBARGER. JR
& ATHERINE K INEBARGER
I
Z
I
�N
m
PROJECT REFERENCE NO. SHEET N0.
/ 17BP.7.C.14 4
/ /// O \ I RW SHEET NO.
/ CHARD S HARRIS & SYLVIA W HARRIS \ l l
/ ROADWAY DESIGN HYDRAULICS
\ DETAIL B ENGINEER ENGINEER
OU LET CHANNEL BANKS'\ PIPE OUTLET CHANNEL STABILIZATION
W/CLASS I RIP RAP \ (Not to Scale)
\u\x
-
--
\
\
P—
rosI�8I
E
L` —g
T<\
N II
I
8Y nPLANS
G
Natural Bed MNOT USE Mill CONSTRUCTION
SEE DETAIL Elm
°'°r°I Note 20 TONS Gnl INC®hPLE E P
EST 25 SY GEOTEXTILE oun Ground DO NOT USE FOR ®WACQUISITION
2'
Geote,dile Channel Bed
Length= 41 Ft. (Variable) DOCUMENT NOT CONSIDERED FINAL
Type of Liner= CL I Rip -Rap - Keyed -In UNLESS ALL SIGNATURES COMPLETE
—D
STA. 12+83 TO STA.13 10 PERMIT DRAWING
TO EPRDTECTION WOOD DR SHEET 3 OF 4OETAIL A TO HOLLY
T4TONS VLnEST 9 YGEOTEXTILE \
(SR 2865)
UKA L TO D RCP-� _ — ��2Oq,"--CAA
W/HW & EW
------T—�S� END PROJECT 17BP.7.C.14
—L— STA. 13+50.00
SR 27�2
coNc WOODS (HINESCHAPEL ROAD)--
�\-
II II 20' BST
CLASS II RIP RAP
ST 20 TONS CITY OF GREENSBORO
\
\
\
N3
N
INSTALL
P
I
P
E
S) I
N J
U
R
I
S
D
I
C
T
I
O
N
A
L
A
R
E
A
S
WITHOUT
I
THOUT
I
M
P
AC
T
ING
STR
EAM
UNTIL
AREA STABILIZED AND ACCORDING TO NCDOT BEST MANAGEMENT
PRACTICES FOR CONSTRUCTION AND MAINTENANCE ACTIVITIES MANUAL.
IIII
/
/
�
II�I �
/-
-//
+
II�I
-
--I
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--
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--
—�
—/
i
II
-
II
II
--
IIII
752 752
—+--- +--- +--- +--- +--- +--- +--- +--- +--- +--- +--- +--- +--- +--- +--- +--- +--- +--- +--- +--- +--- +--- +--- +--- +--- +--- + --- +--
NG LT
748 STA.
�98/ 748CL LO
17X9„ CAAPA
W/HEADWAL&ENDWALL - ---- + --- - --- + ----
----
IP/ /4 34. 9 /--+-
744 EL=740.00
EXISTING GROUND -END GRADE
BEGIN GRADE- Pl=12+2/.03 VC=85J6(TOTAL) 744
STA.13+24.00K=/3 95STA.12+71.00 EL=737J4 EL=738.61 DS=lS MPH LETEL=738.54 VC=2/5.52'(TOTAL) - �G RT I UE
740 22EXIST..26 --- SILL & CHANNEL DETAIL 740
DS0 MPH X3 NOT O KALE
- - - -
8---/----
-- - �� IpN VIEW 736
4—
-
PROPOSED GRADE I1)1)9' APA
732 732
EX. WATER 30" DIP @ 1.5:1 OR RFATTER ssIIP AP
TO OP OF ACLMOR OUTLT BED
40 TONS WASS II RIP AP(TO REMAIN) 50 SY GEOTXLE EST 20 OS
728 728
NOTE: PROPOSED 117" x 79" CARA DID NOT ANALYZE AS BURIED.
AS PROPOSED INVERT WILL BE SET AT STREAM BED IN ORDER TO IDESIGN EXCEPTION REQUIRED FOR AVOID CONFLICT WITH EXISTING 30" WATER LINE.
1411 12 �3 15 16

NOTES:
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
APRIL 18, 2019
GUILFORD COUNTY
17BP.7. C.14
ReAsed September 201a SHEET 4 OF 4
WETLAND PERMIT IMPACT SUMMARY
WETLAND IMPACT SURFACE WATER IMPACT
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
-L- 12+92 to 13+03
117" x79" CAAPA
0.001
2
1
-L- 12+83 to 13+10
BANK STABILIZATION
0.112
41
1
-L- 12+92 to 13+02
IMPERVIOUS DIKES
0.018
43
TOTALS*:
0.000
0.000
0.113
0.018
43
43

NOTES:
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
APRIL 18, 2019
GUILFORD COUNTY
17BP.7. C.14
ReAsed September 201a SHEET 4 OF 4
WETLAND PERMIT IMPACT SUMMARY
WETLAND IMPACT SURFACE WATER IMPACT
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
-L- 12+92 to 13+03
117" x79" CAAPA
0.001
2
1
-L- 12+83 to 13+10
BANK STABILIZATION
0.112
41
1
-L- 12+92 to 13+02
IMPERVIOUS DIKES
0.018
43
TOTALS*:
0.000
0.000
0.113
0.02
43
43

V
V
See Sheet 9-A For Index of Sheets
See Sheet 9-B For Standard Symbology Sheet
2655 2359 2618'�
2565 2909
------ -"- 2565
.�— --- -- 2531 � 2566
2832 2943
55 2556 2891
2835
2912
�i2877
2833
2526 -j
2568
2832 3
\\\
2946
2613 2622 r
END
?2683
28 6
PROJECT
2861
2866
° 2897 2732
2835
2837
2613 -2869
2732\\°0 2824
BEGIN 2838
2832
°o
2732
°o
PROJECT 2937
2839
2611 2835 2862
2825
2843
2876� 2842
°\
2842
2830°0
J 2844
f
2610,
2887
2832 2829 i1
\
VICINITY MAP
STATE OF NORTH CA1I$OLINA PERMIT DRAWIN
DIVISION OF HIGHWAYSSHEET 1 OF 4
GUILFORD COUNTY
LOCATION. REPLACE PIPE # 40 2134 ON
SR 2835 (MCKNIGHT MILL RD) —
0.1 MI. S. JCT. SR 2732 (HINES CHAPEL RD)
TYPE OF WORK. GRADING, PAVING, SHOULDER
CONSTRUCTION, & CULVERT
BUFFER IMPACTS PERMIT
W
N
N
J
O7 w
W
�
IJ
00
N
IV
END
PROJECT 17BP.7.C.14
BEGIN PROJECT 17BP.7.C.14
PROP
—L— STA. 13+50.00
—L— STA. 12+50.00
`
cuLvlRr
-L- STA. 12+98.00
NWOODS
— — - -
30" DIP
—
V
W — I-1
TO NICHOLS DR �
x
X
SR 2835 (MCKNIGILL RD
(SR 2839)
—L_
---------
—L— SR 2835 (MCKNIGHT
MILL
RD)
m
�i 12" RCP
--
I I
Sr
-----� F_
F
—
_ — — — — —
F
CONC
WO DS
1-
`\/ N
V1 I�
`do �
°°
SITE 1
z
N
N
o
_N
TO HOLLYWOOD DR
(SR 2865)-------- )w—
CLEARING LIMITS ON THIS PROJECT SHALL BE PERFORMED TO DESIGN EXCEPTION REQUIRED FOR VERTICAL ALIGNMENT (SAG).
THE LIMITS ESTABLISHED BY METHOD H.
1.
65% PLANS
PRELIMINARY PLANS
DO NOT USE MR CONSTRUCTION
INCOMPLETE ]PLANS
DO NOT USE FOR R/ W ACOUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
GRAPHIC SCALES
DESIGN DATA
01
PROJECT LENGTH
Prepared in the Office of:
eHYDRAULICS ENGINEER
USINFRA
20 10 0 20 4o
ADT 2016 = 5100
V = 35 MPH
FUNC CLASS =
TOTAL LENGTH TIP PROJECT 17BP.7.C.14 = 0.019 MI
II$I
OF CAROLINALINA,URE
INC.
9140 ARROWPOINT BLVD, SUITE 200
R®Np�
PLANS
CHARLOTTE, NORTH CAROLINA 28273
P.E.
�
MAJOR COLLECTOR
N.C. LICENSE # C-1950
SIGNATURE:
20 10 0 20 40
2018 STANDARD SPECIFICATIONS
ROADWAY DESIGN
ENGINEER
PROFILE (HORIZONTAL)
RIGHT OF WAY DATE.
SANDRA P. HAYES, PE
4.,
PROJECT PROJECT ENGINEER
op T(ROA
4 2 0 4 8
KEITH A. SCHELL, El
SIGNATURE. PE.
LETTING DATE.
PROFILE (VERTICAL)
PROJECT DESIGN ENGINEER

0
DETAIL A
TOE PROTECTION
( Not to Scale)
\a
Natural�bl
S�OQ6
Groundd- 2 b= 1 Ft. eotextile
Type of Liner= CLASS B Rip -Rap
FROM STA. 13 + 10 TO STA. 13 + 30 —L— LT
LEGEND
BZ 1
RIPARIAN BUFFER
ZONE 1 (30')
gZ 2
RIPARIAN BUFFER
ZONE 2 (20')
ALLOWABLE IMPACTS ZONE 1
(CULVERT)
ETF
EXISTING TRANSPORTATION
FACILITY
BUFFER IMPACTS PERMIT
W W
N N
N �
O
� EXISTING R/W
N
ETF_
—
W
30" DIP_ —
-L-
SR 2835
(MCKNIGHT MILL ROAD) 23' BST
--------
TBM e2 EL=757.76'
—
TFO—
--_ i
---�__
— ETF
NAIL SET IN POWER POLE
48' W/W
12' RCP
— —
�F
EXISTING R/W
TO NICHOLS DR
(SR 2839) /
WOODS
OUTLET CHANNEL BANKS
BEGIN
PROJECT 17BP.7.C.14
W/CLAS I RIP RAP
SEE DE T IL
-L-
STA. 12 + 50.00
EST 20 ONS
r
EST 25 Y GEOTEXTILE
I
s
O
N N
TERESA KIM LOWE
N
401 0'
40,
BOB Y DEAN WIN LARGER, JR
& ATHERINE K INEBARGER
GRAPHIC
RAPHC S C A L F
/I
IyN
IQ)
O
ZI
PROJECT REFERENCE NO.
SHEET NO.
O
17BP.7.C.14
4
CHARLES HARRIS & SYLVIA W HARRIS
RhS SHEET NO.
ROADWAY DESIGN
HYDRAULICS
ENGINEER
ENGINEER
DETAIL B
OU LET CHANNEL BANKS
PIPE OUTLET CHANNEL STABILIZATION
W/CLASS I RIP RAP
(Not to sale)
SEE DETAIL
Natural Bed
Eleva,ian
EST 20 TONS
Natural Na+� al
EST 25 SY GEOTEXTILE
Ground
7Gmun
W
GeH
Channel Bed
nsre:
nnn::
N
Length= 41 Ff. (Variable)
DOCUMENT NOT CONSIDERED FINAL
Type of Liner= CL I RipJtap - Keyed -In
UNLESS ALL SIGNATURES
COMPLETED
N
PERMIT DRAWING
STA.12+83 TO STA.13+10
TO PROTECTION
TO HOLLYWOOD DR
SHEET 2 OF 4
GLI
S E DETAIL A
E T 4 TONS (SR 2865)
EST 9 Y GEOTEXTILE �
\ wooDs -'
� r-
J
-
A E� D IN��fI2°
RCP
-F E __=--
PRELIMINARY
Mr NOT USE FO
PLANS
CONSTRUCTION
INC®h'd1�L1E
]E PLANS
W NOT USE FOR
®W ACQUISITION
N
_
6
FSS
F------------ \
T END PROJECT 17BP.7.C.14 �` \
5 � "
—FS -L- STA. 13 + 50.00
SR 2732
CONC
WOODS (HINES CHAPEL ROAD)
20' BST
C SS II RIP RAP \
ST 20 TONS O
CITY OF GREENSBORO
� N
H INSTALL PIPE(S) IN JURISDICTIONAL AREAS WITHOUT IMPACTING STREAM UNTIL
�t I AREA STABILIZED AND ACCORDING TO NCDOT BEST MANAGEMENT
PRACTICES FOR CONSTRUCTION AND MAINTENANCE ACTIVITIES MANUAL.
— III
I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ��
752 - - - - - - - - - - - - - - - - - --+--- +--- +--- +--- +--- +--- +--- +--- +--- +--- +--- +--- +--- +--- +--- +--- +--- +--- +--- +--- +--- +--- +--- +--- +--- +--- +--- + --- +— --- 752
II I / 3I
NG LT
748 CE STA. 2 + 98 L- 748
� , B W9 E 17" X 9" CARP ALL —+ -+ - -+ -+— - �/=/4+34.79
G /
END
J � I I I I I I I I I I I I I I �J•° /
i
744 SKEW = 90° EL=740.00 744
EXISTING GROUND -END GRADE
BEGIN GRADE— P1=12+21.03 Ti VC=85J6' (TOTAU
STA. 13 +24.00
K=/3.95
STA.12+71.00 EL=737J4 EL=738.61
EL=736.sa \ VC=2/552'(TOTAU �� DS=15 MPH / / 740
740 \ \, ( ).26 /ST. 3 ___" / / INLET/OUTLET
SCALE
\ \ `\\_ _ DS-20 MPH
�� _ / SILL & CHANNEL DETAIL
--- _---// / / / NOT TO SCALE
8_��_—
—
736 \ X�EC ON VIEW 736
\ \ PROPOSED GRADE / —
1 I I
732 v v v v 732
EX. WATER 30" DIP cws1.1 RAP
\ / @ 1.5:1 OR FIATIER
' \ /� TO TOP OF BANK ARMOR OUrLET BED
\ / / (TO REMAIN) N) EST /0 TONS .'✓CLASS II RIP MR
\ i / EST 50 SY GEOTEULE EST 20 TONS
728 _ _ " 728
i NOTE: PROPOSED 117" x 79' CAPA DID NOT ANALYZE AS BURIED.
/ AS PROPOSED INVERT WILL BE SET AT STREAM BED IN ORDER TO
DESIGN EXCEPTION REQUIRED FOR AVOID CONFLICT WITH EXISTING 30" WATER LINE.
w - - -- �3 uL
11 12 14 15 16

DETAIL A
TOE PROTECTION
( Not to Scale)
N. Natural�bl
S�OQ6
Groundd- 2 b= 1 Ft. eotextile
Type of Liner= CLASS B Rip -Rap
BUFFER IMPACTS PERMIT
I � I
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I I
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I N I
I II N
I I N
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I
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- - \ \\ -�- -- ETF-
\ \ 30" DIP
LEGEND
BZ 1 RIPARIAN BUFFER
ZONE 1 (30')
gZ 2 RIPARIAN BUFFER
ZONE 2 (20')
ALLOWABLE IMPACTS ZONE 1
(CULVERT)
EXISTING TRANSPORTATION
FROM STA. 13+10 TO STA. 13+30 -L- LT FACILITY
EXISTING R/W
/
TBM -2 EL=757.76'
\� NAIL SET IN POWER POLE
48' W/W
TO NICHOLS DR /
(SR 2839)vv
\ I
\ I
\ I
\ I
\ I
752
I
\\ SR 2\835 \\(M KN�GHT MILL ROAD) 23' BST
—T FO—
� \ \ \ \ 1 /2" RCP t
` EXISTING R/W i
/I
SS—
— — — — —
\
WOODS
\
\\
i l I I
OUTLET CHANNEL BANKS
W/CLAS RAP
BEGIN PROJECT 17BP.7.C.14
:RIP
N�
SEE DE T IL
—L— STA. 12 + 50.00
j I I I I I
EST 20 Y G
EST 25 EOTEXTILE
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401 '
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IBO Y DEAN WIN ARGER. JR
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ATHERINE �INEBARGER
PROJECT REFERENCE NO.
SHEET N0.
/
17BP,7.C.14
4
/ O \ I
///
/ CHARD S HARRIS & SYLVIA W HARRIS \ I l
RW SHEET NO.
\\
ROADWAY DESIGN
HYDRAULICS
DETAIL B
ENGINEER
ENGINEER
OU
LET CHANNEL BANKS
PIPE OUTLET CHANNEL STABILIZATION
W/CLASS
I RIP RAP
(Not to Scale) Natural Bed
SEE
DETAIL
Elevaean
EST
20 TONS \,
oI Natural
d GroundEST
25 SY GEOTEXTILE
7Gr
W \
Gee H
Channel Bed
\
Length= 41 Ft. (Variable)
\
DOCUMENT NOT CONSIDERED FINAL
Type of Liner= CL I Rip -Rap - Keyed -In
\
UNLESS ALL SIGNATURES
COMPLETED
N \ STA. TO STA. \
TC PROTECTION
HOLLYWOOD DR
PERMIT DRAWING
SHEET 3 OF 4
GLI
S E DETAIL A ` TO
TY4TONSGEOTEXTILE \`\\ ($R 286>'
EST 9
WOODS
A E O D
-�fi7�7Etu
W/HW & EW
— T
F _�
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PRELIMINARY
MI NOT USE FO
PLANS
CONSTRUCTION
INC®h'd1�L1E
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W NOT USE FOR
®W ACQUISITION
END PROJECT 17BP.7.C.14 II ��
IN
-L- STA. 13 + 50.00
1
s �I SR 2732
CHINES CHAPEL IROAD)
20' BST
I I I
II RIP RAP \
20 TONS O
CITY OF GREENSBORO
I
1
INSTALL PIPE(S) IN JURISDICTIONAL AREAS WITHOUT IMPACTING STREAM UNTIL
AREA STABILIZED AND ACCORDING TO NCDOT BEST MANAGEMENT
PRACTICES FOR CONSTRUCTION AND MAINTENANCE ACTIVITIES MANUAL.
I I I I I I I I I I I I I I I I I I I I I
+— —+— —+— —+— —+— —+— —+— —+— —+— —+— —+— —+— —+— —+— —+— NG LT—+q —
\ _\a 1' it
748 \ � STA. 12+98 -L-
CL ELEif+= 738.40'+---+---+---+---+---+---+---+---+---+---+---+---+---+---+ EXIST, ��>�+------+---
�z8. 1 @ 117" X 79" CAAPA
744 III
740
736
732
a$$ 728
P Z
ow
�a
e\\-
W/HEADWALL 01 ENDWALL
SKEW =
90"
EL=740.00
EXISTING GROUND
BEGIN GRADE—
P1=12+2/.03
-END GRADE
STA. 13+24.00
I�
VC=85J6' (TOTAV
STA. 12+71.00
EL-737J4
EL=738.61
��
DS=155
DS=lS MPH
/
_ --
EL=738.54
v ��
VC=215.52'(TOTAL)
�� _
/
�_tJG
EXIST.
�,-`-� RT
----------
DS=20 MPH
07 _"`.--
-----
I I
I II I II I
I
I
I✓
\
PROPOSED GRADE
=
/
I I
I I
I I
I
EX. WATER 30" DIP
(TO REMAIN)
12
I /
/
/
/
INLET/OUTLET
SILL & CHANNEL DETAIL
NOT TO SCALE
X-SECTION VIEW
11J"-CAAPA --
CLASS I RIP RAP
@ 1.51 OR FLATTER
TO TOP OF BANK ARMOR OUTLET BED
EST AO TONS WCL SS It RIP RAP
EST 50 SY TONS
EST 20 TONS
NOTE: PROPOSED 117" x 79" CAPA DID NOT ANALYZE AS BURIED.
\ / / AS PROPOSED INVERT WILL BE SET AT STREAM BED IN ORDER TO
/ DESIGN EXCEPTION REQUIRED FOR AVOID CONFLICT WITH EXISTING 30" WATER LINE.
I
- -- 13
14
15
16
752
748
r72
II
740
736

BUFFER IMPACTS SUMMARY
IMPACT
BUFFER
REPLACEMENT
SITE NO.
STRUCTURE SIZE / TYPE
STATION (FROM/TO)
TYPE
ALLOWABLE
MITIGABLE
ROAD
CROSSING
BRIDGE
PARALLEL
IMPACT
ZONE 1
(ft')
ZONE 2
(ft)
TOTAL
(ft)
ZONE 1
(ft)
ZONE 2
(ft)
TOTAL
(ft)
ZONE 1
(ft)
ZONE 2
(ft)
S1
11 T x79" CAAPA
STA. 12+92 TO 13+03
3395
TOTAL:
3395
1 0
1 0